city of port st. lucie utility systems department …city of port st. lucie utility systems...
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CITY OF PORT ST. LUCIE
UTILITY SYSTEMS DEPARTMENT
UTILITY STANDARD DETAILS
2015 EDITION
Effective 06/01/15
PSLUSD Doc No 74
APPENDIX B – 2015 STANDARD DETAILS
DETAIL # TITLE
General
G-01 Standard Separation Requirements
G-02 PSLUSD Mains in Road ROW
G-03 Valve Location Guidelines for Intersections
G-04 Standard Pipe Trench Cross Section
G-05 Utility Road Cut Pavement Restoration
G-06 Pipe Casing for Jack & Bore
G-07 Typical Valve Box & Collar
G-08 Pipe Support
G-09 Pipeline Restraint Requirements
G-10 Wet Tap Assembly
G-11 Fence Details
G-12 Pig Launching Station
G-13 Aerial Crossing Detail
G-14 Temporary Jumper Connection
G-15 Bollard Detail
G-16 Canal Crossing Sign
Wastewater Pump Station
PS-01 Three Phase Duplex Grinder System
PS-02 Duplex Grinder System Control Panel
PS-03 Grinder System Service Line Tap to Main Line
PS-04 Lift Station Wet Well Section
PS-05 Lift Station Control Panel
PS-06 Grinder System Water Meter & Backflow Prevention Assembly
PS-07 Lift Station Water Meter & Backflow Prevention Assembly
PS-08 Lift Station Typical RTU Antenna
PS-09 Lift Station Signage
PS-10 ACL with Fiber
PS-11 ACL with Radio
PS-12 Soft Start with Fiber
PS-13 Soft Start with Radio
PS-14 Lift Station Site Plan Sample
Reclaimed Water Metering Station
RW-01 Reclaimed Water Metering Station
RW-02 Reclaimed Water I/O Schematic
RW-03 Reclaimed Water Conduit & Panel Schematic
RW-04 Reclaimed Water Site Signage
RW-05 Reclaimed Water Metering Facility
RW-06 Reclaimed Water Stilling Well
Potable Water
W-01 Residential Water Service Connection
W-02 Commercial Water Service Connection
W-03 Meter & Backflow Assembly -3” & Larger
W-04 Blow-off Assembly
W-05 Water Sampling Point
W-06 Fire Hydrant Assembly
W-07 Fire Service Backflow Assembly
W-08 Fire Hydrant RPM Placement Guideline
W-09 Temporary Jumper Connection Up to 8” Pipe
W-10 Automatic Air Release Valve
W-11 Automatic Flushing Valve
W-12 Manual Air Release Valve Assembly
Wastewater
WW-01 Invert Flow Channels for Manholes
WW-02 Standard Precast Manhole
WW-03 Drop Manhole
WW-04 Manhole / Wetwell Joint Detail
WW-05 Sanitary Sewer Cleanout
WW-06 Sanitary Sewer Lateral (Shallow)
WW-07 Sanitary Sewer Lateral (Deep)
WW-08 Automatic Air Release Valve Unpaved Areas
WW-09 Force Main Air Valve & Access Manhole
WW-10 Grease/Oil/Sand Interceptor
GRAVITY ORPRESSURE SANITARY SEWER,SANITARY SEWER FORCE MAIN,RECLAIMED WATER (3),VACUUM SANITARY SERVICE
ON-SITE SEWAGE TREATMENTAND DISPOSAL SYSTEM
WATER MAIN
10' MINIMUM
OTHER PIPE HORIZONTAL SEPARATION CROSSINGS (1)
WATER MAIN
18" MINIMUM
JOINT SPACING @ CROSSINGS(FULL JOINT CENTERED)
WATER MAIN
6' MINIMUM
ALL OTHER FACILITIES, INCLUDINGBUT NOT LIMITED TO:STORM SEWER,STORMWATER FORCE MAIN,RECLAIMED WATER (2),TELEPHONE, CABLE TV, POWER, ETC.
PSLUSD FACILITY
5' MINIMUM
PSLUSD FACILITY
18" MINIMUM
10' MINIMUM - - - - - - - - - -
MINIMUM SEPARATION BETWEEN PSLUSD FACILITIES AND OTHER UTILITIES
(1) WATER MAIN SHOULD CROSS OVER OTHER PIPE. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE MINIMUM SEPARATION IS 18".
(2) RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
(3) RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.
(4) A PSLUSD FACILITY INCLUDES MAINS AND STRUCTURES FOR POTABLE WATER, WASTEWATER AND RECLAIMED WATER. WHEN A GRAVITY SEWER IS
TO BE INSTALLED PARALLEL TO A DRAINAGE PIPE GREATER THAN 15" DIAMETER A MINIMUM HORIZONTAL SEPARATION OF 15' SHALL BE MAINTAINED;
GREATER SEPARATION MAY BE REQUIRED BY PSLUSD FOR PIPES LARGER THAN 24" IN DIAMETER. WHEN A FORCE MAIN OR RECLAIMED WATER MAIN
IS TO BE INSTALLED PARALLEL TO A DRAINAGE PIPE A MINIMUM HORIZONTAL SEPARATION OF 8' SHALL BE MAINTAINED; A GREATER SEPARATION MAY
BE REQUIRED FOR DRAINAGE PIPES LARGER THAN 48" IN DIAMETER.
(4)
(4)
WATER MAIN
3' MINIMUM
ST
AN
DA
RD
SE
PA
RA
TIO
NR
EQ
UIR
EM
EN
TS
SH
EE
T: 1 O
F 1
SC
ALE
: N.T
.S.
DE
TA
IL: G-01
MIN
IMU
M C
ON
ST
RU
CT
ION
ST
AN
DA
RD
S FO
RC
ITY
OF P
OR
T S
T. LU
CIE
900 S.E
. OG
DE
N LA
NE
PO
RT
ST
. LUC
IE, FL 34983
PH
ON
E (772) 873-6400 FA
X (772) 873-6433
DA
TE
: 2015
C
L
WM
FM
R/W
R.O.W.
FLO
WLIN
E O
F S
WA
LE
R/W
L
C
WATER
MAIN
FORCE MAIN
OR
R/W
FLO
WLIN
E O
F S
WA
LE
R.O.W.
RECLAIMED
R/W
5'
5' 5'
5'
NOTES:
1. IF EXISTING SWALE FLOWLINES DIFFER FROM THESE TYPICAL GUIDELINES, THEN THE SWALE
FLOWLINES SHALL DICTATE WHERE THE WATER MAINS (WM) AND THE FORCE MAINS (FM) ARE
CONSTRUCTED WITHIN THE ROAD RIGHT-OF-WAY. UNDER NO CIRCUMSTANCES, SHALL WATER
MAINS, FORCE MAINS AND LOW PRESSURE MAINS BE CONSTRUCTED BENEATH THE SWALE
FLOWLINES.
2. STANDARD SEPARATION TO OTHER PIPES AND UTILITIES SHALL BE PER DETAIL G-01. MINIMUM
COVER SHALL BE MAINTAINED PER PSLUSD UTILITY STANDARDS.
GRAVITY SEWER
WATER MAIN
MIN.MIN.
S
PSLUSD MAINS IN ROADRIGHT-OF-WAY
SWALE DRAINAGE SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: G-02MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
FM
WM
RADIUS
R/W
FM
WM
FORCE MAIN UNDER
RPMRPM
RPM RPM
RPM
RPM
R/W
R/W
WATER MAIN WITH
18" MIN. CLEARANCE
FORCE MAIN UNDER
WATER MAIN WITH
18" MIN. CLEARANCE
50' (T
YP
)
15' (TYP)
NOTES:
1. REFLECTIVE PAVEMENT MARKERS (RPM) SHALL BE PER PSLUSD SPECIFICATIONS. WATER RPM`S "BLUE"
AND SEWER RPM`S "GREEN".
2. RPM NOT TO BE INSTALLED IN CROSSWALKS OR PEDESTRIAN WALKWAYS.
3. WIDER RIGHTS-OF-WAY MAY REQUIRE ADJUSTMENT OF VALVE LOCATIONS.
R/W
RADIUS
VALVE LOCATION GUIDELINESFOR INTERSECTIONS
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: G-03MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
SHALL BE PLACED ON TOP OF PIPE
SOLID COPPER LOCATOR WIRE
(REQUIRED WHEN UNSUITABLE
HAUNCHING
FOUNDATION
MA
TE
RIA
LS
EM
BE
DM
EN
T
UNDISTURBED SOIL
FINISHED GRADE
BEDDING
EXCAVATED
TRENCH WIDTH
SEE NOTE #4
12"
INITIAL
BACKFILL
FINAL
BACKFILL
PIPE ZONE
(SIDE TAMP)
AND LOOPED AT EACH BELL FOR
ALL WATER AND FORCE MAINS
6" MIN.
12" MAX. 12" MAX.
6" MIN.
MATERIAL IS
ENCOUNTERED)
(FLAT TAMP)
NOTES:
1. FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH BOX,
DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS.
2. IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED, THE AREA OUTSIDE OF THE MAXIMUM EMBEDMENT
SHALL BE COMPACTED TO FINAL BACKFILL REQUIREMENTS. IF THE PIPE IS INSTALLED IN A COMPACTED
EMBANKMENT, THE EMBANKMENT SHALL BE IN PLACE AND COMPACTED TO 12" MIN. COVER BEFORE
INSTALLATION OF PIPE.
3. IF BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM AND
ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE, THEN A MINIMUM COMPACTED DEPTH OF 4 TO 6
INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED.
4. THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT.
5. AN APPROVED LOCATOR WIRE SHALL BE USED.
6. EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD
STANDARDS.
PIPE
STANDARD PIPE TRENCH CROSSSECTION
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: G-04MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
(MIN. 1" THICKNESS)
EXISTING BASE
WIDTH
TRENCH
12"12"
BACKFILL
INITIAL
BACKFILL
FINAL
MATCH THE ADJACENT ROAD
TYPE & THICKNESS TO
ASPHALTIC CONCRETE
12
"
MIN
.
MECHANICAL SAW CUT
NOTES:
PAVEMENT RESTORATIONS FOR LONGITUDINAL CUTS IN ALL STREETS SHALL BE FULL LANE WIDTH,
WITH FULL LANE WIDTH RESURFACING FOR EACH LANE WITHIN THE LIMITS OF THE CUT.
PAVEMENT
SECTION VIEW
EXISTING PAVEMENT
(TYPICAL)
MECHANICAL SAW CUT
EXISTING PAVEMENT IN A
NEAT STRAIGHT LINE (TYPICAL)
TRENCH WIDTH
LIMITS OF NEW
PAVEMENT
TRENCH
WIDTH
BASE REPLACEMENT
SEE NOTE 1
EXISTING
1.
2.
ROADWAY INTERSECTION, THE ENTIRE INTERSECTION SHALL BE OVERLAID WITH ASPHALTIC CONCRETE.
WHEN AN ARTERIAL OR MAJOR COLLECTOR STREET IS OPEN CUT WITHIN THE LIMITS OF THE
WHEN STREETS OTHER THAN ARTERIALS OR MAJOR COLLECTORS ARE OPEN CUT MORE THAN TWO3.
TIMES AT THE INTERSECTION, THE ENTIRE INTERSECTION SHALL BE OVERLAID WITH ASPHALTIC CONCRETE.
TWO OPEN CUTS OR LESS AT THE INTERSECTION WILL REQUIRE OVERLAYING WITH ASPHALT ONLY IN
THE OPEN CUT AREA.
OVERLAY. THE CONTRACTOR SHALL THEN PLACE NEW PAVEMENT MARKINGS AT THE SAME LOCATIONS.
THE CONTRACTOR SHALL BE REQUIRED TO DOCUMENT ALL PAVEMENT MARKINGS AND RPM'S PRIOR TO
PAVEMENT MARKINGS SHALL BE IN ACCORDANCE TO F.D.O.T. STANDARDS.
4.
5. COQUINA OR LIMEROCK (16" MIN.) LBR=100
TACK COAT
PAVEMENT
OF EXISTING
ALL SURFACES
AND EDGES OF
12" 12"
(SEE NOTE 5)
(SAW-CUT AND
REMOVED EXISTING
ASPHALT)
EARTHWORK, EXCAVATION, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH PSLUSD STANDARDS.6.
ALL BACKFILL SHALL MEET DENSITY REQUIREMENTS OF 100% T-180.
12"12"
APPLY PRIME
COAT TO BASE
MIN. MIN.
NOMINAL PIPE
SIZE (D)
T
MIN.MIN.
D+48"
D+72"
2T
UTILITY ROAD CUT PAVEMENTRESTORATION
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: G-05MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
C
L
CARRIER PIPE
LENGTH OF CASING PIPE PER PLAN
PIPE
PLACE EQUIDISTANT EACH SIDE OF ROADWAY
CO
VE
R D
EP
TH
CURB
RUBBER END SEAL W/
STAINLESS STEEL BANDS
SLOPE PIPE
TO ONE END
PE
R P
LA
N
OR
S
PE
CS
4'
MIN. MIN.
8'
PIPE JOINTS
RESTRAIN
CASING
36" MIN. UNLESS
APPROVED BY
GOVERNING
1'MAX.
10' MAX.
BETWEEN SPACERS
SPACER - MAX. OF 1' FROM
EACH SIDE OF JOINT
AGENCY
.625
.625
.625
.625
.500
.375
.375
.250
.250
.250
96"
84"
20"
16"
.188
.250
MINIMUM
WALL THICKNESS
12"
14"
24"
32"
40"
48"
60"
72"
STEEL CASING
PIPE SIZE
CARRIER
10"
48"
42"
36"
30"
24"
20"
16"
12"
8"
6"
4"
NOTES:
1. ALL WORKMANSHIP AND MATERIAL TO MEET PSLUSD UTILITY STANDARDS MANUAL.
2. INSULATOR SHALL BE SIZED TO ALLOW CLEARANCE BETWEEN BELL JOINT AND CASING
WALL OR RESTRAINT DEVICE AND CASING WALL.
3. PETROLEUM PRODUCTS SHALL NOT BE USED FOR LUBRICATION ON ANY PORTION OF THIS
ASSEMBLY WITH PVC CARRIER PIPE.
PIPE CASING FOR JACK AND BORESHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: G-06MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
BAG OF CONCRETE MIX
CONCRETE VALVE COLLAR
12"
WATER
36" M
IN
.
PIPE PER
VALVE
CAST IRON VALVE BOX
ROAD MATERIAL
4"
4"
LOCATOR
WIRE
APPROVED PLANS
RISER PIPE
3"Ø X
1
4
" THICK BRONZE DISC ANCHORED IN CONCRETE
PAD WITH HOOK DISPLAYING
1
8
" DEEP LETTERS CAST
INTO DISC STATING NUMBER OF TURNS TO OPERATE &
SCHEMATICALLY IDENTIFIED MAIN & VALVE LOCATION
MATCH EXISTING SURFACE
24" X 24" X 6" THICK
CONCRETE COLLAR
#4 REBAR
FINISH GRADE
WIRE PORT
WIRE PORT
NOTES:
1. WHEN TOP OF OPERATING NUT IS DEEPER THAN 30", A HIGH STRENGTH STEEL EXTENSION WILL BE REQUIRED TO
BRING OPERATING NUT 24"-30" BELOW FINISHED GRADE. A STEEL CENTERING PLATE, WELDED TO THE EXTENSION, IS
ALSO REQUIRED.
2. A VALVE BOX ALIGNMENT DEVICE SHALL BE PROVIDED TO ELIMINATE SHIFTING OF THE VALVE BOX AGAINST THE
OPERATING NUT.
3. BOLT DOWN COVER SHALL BE USED IN ALL AREAS.
4. C900 P.V.C. RISER PIPE SHALL BE ADDED TO EXTEND THE VALVE BOX IF NEEDED.
5. RPM'S SHALL NOT BE INSTALLED IN CROSSWALKS OR PEDESTRIAN WALKWAYS.
6. THE TOP SIDE OF THE VALVE BOX COVER AND THE INSIDE OF TOP SECTION OF THE VALVE BOX SHALL BE PAINTED
BLUE FOR WATER MAINS, GREEN FOR SEWER MAINS AND PURPLE FOR RECLAIMED WATER MAINS.
VALVE BOX ALIGNMENT DEVICE
(SEE NOTE #2)
24"
4"
12"
24"
4"
WATER, SEWER OR REUSE
CAST IN COVER AS APPLICABLE
3"
1
4
"
A A
SECTION A-A
±2"
PIN FOR
ANCHOR
TYPICAL VALVE BOX AND COLLARSHEET: 1 OF 2
SCALE: N.T.S.
DETAIL: G-07MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
BAG OF CONCRETE MIX
LOCATOR WIRE
VALVE CAN
RISER PIPE
MATCH EXISTING SURFACE
VALVE BOX ALIGNMENT DEVICE
LOCKING LID
3/4" PVC
LOCATING WIRE
OUTSIDE OF PVC
24" MIN
HOLE DRILLED IN PVC 1" BELOW TOP
VALVE DISK
WIRE TO ATTACH DISK 24" MIN
(TO BE LOCATE WIRE)
ROAD MATERIAL
1" BOTTOM OF CAP TO TOP OF PVC
TYPICAL VALVE BOXIN ROADWAY
SHEET: 2 OF 2
SCALE: N.T.S.
DETAIL: G-07MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
A
F
B
ADJUSTMENT
HANDLE
D
G
STANDARD
C
VARIES
PIPE
SIZE
VERTICAL
ADJUSTMENT
(F)
THREAD
DIAMETER
(A)
PIPE
DIAMETER
(B)
BASE
(C)
HOLE
DIAMETER
(D)
U-BOLT
(E)
STOCK
SIZE
(G)
1"2" 1/4" X 6" X 6" 3/8" 3/16" X 2-1/2"2" 9/16" 6"
1"3" 1/4" X 6" X 6" 3/8" 3/16" X 2-1/2"2-1/2" 6"
1"4" 1/4" X 6" X 6" 1/2" 3/16" X 2-1/2"6"
1-1/2"6" 1/4" X 6" X 6" 1/2" 1/4" X 3"6"
8" 3/8" X 9" X 9" 1/2" 1/4" X 3"3" 11/16" 6"
10" 3/8" X 9" X 9" 5/8" 1/4" X 3"3" 6"
12" 3/8" X 11" X 11" 3/4" 1/4" X 3"3" 13/16" 6"
NOTES:
1. 1/4" NEOPRENE SEAT OR GASKET TO BE PLACED BETWEEN PIPE AND SUPPORT.
2. SUPPORT MATERIAL TO BE 316 STAINLESS STEEL FOR SEWER AND GALVANIZED FOR WATER MAINS UNLESS
APPROVED IN WRITING BY PSLUSD.
1-1/2"
1-1/2"
1-1/2"
2-1/2"
2-1/2"
9/16"
9/16"
9/16"
11/16"
A
F
C
A
F
C
ADJUSTMENT
HANDLE
ADJUSTMENT
HANDLE
DD
BB
G G
E
OPTIONAL CONFIGURATIONS
PIPE SUPPORT
SHEET: 1 OF 1
SCALE: N.T.S.
DATE: 2015
FILE NAME: G-08MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
90°
HORIZONTAL BENDS
NOTES:
1. THE REQUIREMENTS SET FORTH ABOVE WERE CALCULATED FOR PVC PIPE BASED UPON THE FOLLOWING
ASSUMPTIONS:
- SOIL CONDITIONS: SILTY SAND (SM)
- TRENCH TYPE: 3 (PIPE BEDDED IN 4" MINIMUM OF LOOSE SOIL WITH BACKFILL LIGHTLY COMPACTED)
- MINIMUM COVER: 3 FT
- SAFETY FACTOR: 1.5
- TEST PRESSURE: 150 PSI
- * SIZE ON SIZE TEE & 5' LENGTH ALONG RUN
2. IF FIELD CONDITIONS DIFFER FROM THE ABOVE, THE ENGINEER-OF-RECORD (EOR) SHALL SUBMIT CALCULATIONS
BASED ON THE FIELD CONDITION FOR REVIEW AND APPROVAL OF PSLUSD.
TEEIN-LINE VALVE
11 1/4° 22 1/2° 45°
L
L
L
L
L
L
L
L
*
90°
L
L
10'
10'
L
HORIZONTAL - L (FEET)
DIAMETER 90°45°22-1/2°11-1/4°
2
3
4
4
5
5
6
7
7
8
10
11
12
13
4
5
7
8
9
11
12
13
14
16
19
21
24
26
8
11
14
16
19
21
24
26
29
33
39
44
49
53
18
25
33
39
45
51
57
63
68
79
93
106
117
128
20
36
52
65
80
93
107
120
133
157
192
225
254
283
39
55
72
87
102
116
131
145
159
185
222
257
289
321
TEE* VALVES OR
DEAD END(BRANCH)
4"
6"
8"
10"
12"
14"
16"
18"
20"
24"
30"
36"
42"
48"
PIPELINE RESTRAINTREQUIREMENTS (HORIZONTAL)
SHEET: 1 OF 3
SCALE: N.T.S.
DETAIL: G-09MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
VERTICAL BENDS
NOTES:
1. THE REQUIREMENTS SET FORTH ABOVE WERE CALCULATED FOR PVC PIPE BASED UPON THE FOLLOWING
ASSUMPTIONS:
- SOIL CONDITIONS: SILTY SAND (SM)
- TRENCH TYPE: 3 (PIPE BEDDED IN 4" MINIMUM OF LOOSE SOIL WITH BACKFILL LIGHTLY COMPACTED)
- UPPER SIDE MINIMUM COVER: 3 FT
- LOWER SIDE MINIMUM COVER: 5 FT
- SAFETY FACTOR: 1.5
- TEST PRESSURE: 150 PSI
2. WHEN CONDITIONS DIFFER FROM THE ABOVE, THE ENGINEER-OF-RECORD (EOR) SHALL SUBMIT
CALCULATIONS FOR REVIEW AND APPROVAL OF PSLUSD.
3. ALL JOINTS BETWEEN UPPER AND LOWER BENDS SHALL BE RESTRAINED.
90°
L
90°
VERTICAL OFFSET - L (FEET)
DIAMETER 90°45°22-1/2°11-1/4°
UPPER
BEND
LOWER
BEND
UPPER
BEND
LOWER
BEND
UPPER
BEND
LOWER
BEND
UPPER
BEND
LOWER
BEND
4"
6"
8"
10"
12"
14"
16"
18"
20"
24"
30"
36"
42"
48"
4
6
8
9
11
12
13
15
16
19
22
26
29
32
2
2
2
3
3
4
4
4
5
6
7
8
8
9
8
11
15
18
21
24
27
29
32
37
45
52
58
64
3
4
4
5
6
7
8
8
9
11
13
15
16
18
17
23
30
36
43
49
55
60
66
77
92
107
120
133
5
7
9
10
12
14
16
17
19
22
26
30
34
37
39
55
72
87
102
116
131
145
158
185
222
256
289
320
11
15
20
24
28
32
36
40
44
51
62
71
80
89
PIPELINE RESTRAINTREQUIREMENTS (VERTICAL)
SHEET: 1 OF 2
SCALE: N.T.S.
DETAIL: G-09MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
REDUCER
NOTES:
1. THE REQUIREMENTS SET FORTH ABOVE WERE CALCULATED FOR PVC PIPE BASED UPON THE FOLLOWING
ASSUMPTIONS:
- SOIL CONDITIONS: SILTY SAND (SM)
- TRENCH TYPE: 3 (PIPE BEDDED IN 4" MINIMUM OF LOOSE SOIL WITH BACKFILL LIGHTLY COMPACTED)
- MINIMUM COVER: 3 FT
- SAFETY FACTOR: 1.5
- TEST PRESSURE: 150 PSI
2. IF FIELD CONDITIONS DIFFER FROM THE ABOVE, THE ENGINEER-OF-RECORD (EOR) SHALL SUBMIT CALCULATIONS
BASED ON THE FIELD CONDITION FOR REVIEW AND APPROVAL OF PSLUSD.
L
L = RETRAINED LENGTH AT LARGER SIZE OF REDUCER (FEET)
DIAMETER
31 53
29
74
54
30
93
76
55
30
111
96
78
56
30
127
114
98
79
56
30
143
131
117
100
79
56
30
172
163
151
137
120
101
80
56
211
204
195
184
171
156
140
121
78
249
243
235
226
216
204
190
175
141
78
282
277
271
263
255
245
233
221
192
140
75
315
310
305
299
292
283
273
263
238
194
139
75
29 52 71 89 105 121 136 151 179 217 253 285 318
4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 36" 42" 48"
4"
6"
8"
10"
12"
14"
16"
18"
20"
24"
30"
36"
42"
PIPELINE RESTRAINTREQUIREMENTS (REDUCER)
SHEET: 3 OF 3
SCALE: N.T.S.
DETAIL: G-09MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
36" MIN.
WIRE
LOCATOR
FINISH GRADE
VALVE BOX
MATCH EXISTING SURFACE
ROAD MATERIAL
RISER PIPE
NOTES:
1. THE VALVE BOX AND COLLAR SHALL BE IN ACCORDANCE WITH STANDARD DETAIL G-07.
2. THRUST BLOCKS MAY BE REQUIRED AT THE UTILITY'S DIRECTION. (CASE BY CASE)
2. NO TAP WILL BE ALLOWED CLOSER THAN 5 FEET FROM ANY JOINT, FITTING OR EXISTING TAP ALONG
THE MAIN.
4. ALL COUPONS MUST BE PROVIDED TO PSLUSD WITH DATE, LOCATION AND PIPE SIZE DOCUMENTED.
5. SIZE ON SIZE TAPS ARE NOT ALLOWED UNLESS APPROVED IN WRITING BY PSLUSD.
WIRE PORT
TAPPING SLEEVE
(SEE NOTES)
NRS FLANGE X
MECHANICAL JOINT GATE VALVE
NEW MAIN
BAG OF CONCRETE MIX
EXISTING
MAIN
TAPPING SLEEVE AND VALVEASSEMBLY
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: G-10MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
3" SCH 40 GSP
AT CORNER
9 GAGE COATED
PVC BLACK (TYP)
HORIZONTAL
BRACE
STRETCHER BAR
2 1/2" SCH. 40
GSP SPACED
AT 10'-0" MAX.
7 GA. ALUMINUM
STRETCHER BAR
DROP BAR WITH
PADLOCK & HASP
DIAGONAL BRACE
1"Ø SCH. 40 GSP IN
CONCRETE FOOTING
TOP RAIL 1 5/8"
SCH. 40 GSP
HINGE
4" SCH. 40 GSP
AT GATE OPENING
LINE POST CORNER POST
GATE GATE POST
12"Ø ROUND
CONCRETE FOOTING
3.5
'
36
"
TOP RAIL 1 5/8"
SCH. 40 GSP
COATED SPRING COIL
TENSION WIRE
6' T
YP
IC
AL
30
"
ROD WITH
TURNBUCKLE
TURNBUCKLE
ROD WITH
DIAGONAL BRACE
HORIZONTAL
BRACE
CONCRETE FOOTING
12"Ø ROUND
TURNBUCKLE
ROD WITH
DIAGONAL BRACE
6' T
YP
IC
AL
(F.F.H. TYP)
(FULL FENCE
(FULL FENCE
(HEIGHT TYP)
HEIGHT TYP)
NOTES:
1. AN CHAIN LINK FENCE, AT LEAST 6' HIGH SHALL BE PROVIDED.
2. COATED STEEL WOVEN WIRE FABRIC SHALL BE STRETCHED TAUT WITH STRETCHER BARS AND
STRAPS. FASTENED TOP & BOTTOM AT LINE POSTS WITH GALVANIZED PIG RING TIES.
3. THE GATE SHALL BE SEMI-TRANSPARENT TO ALLOW FOR VISUAL INSPECTION BY PSLUSD.
4. GATES TO BE SECURED OPEN WITH GATE STOP SET IN CONCRETE.
5. ALL MATERIAL SHALL BE BLACK IN COLOR.
FENCE DETAILSSHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: G-11MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
PIG LAUNCHING / RECOVERYSTATION
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: G-12MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
NOTES:
1. ALL EXPOSED PIPE SHALL BE DUCTILE IRON OR PREFABRICATED STEEL WITH FLANGED FITTINGS AND TORUSEAL GASKETS. RETAINER
GLANDS, UNIFLANGE TYPE FITTINGS ARE NOT TO BE SUBSTITUTED FOR FLANGED FITTINGS. PREFABRICATED STEEL PIPE MAY
INCORPORATE WELDED ON UPPER BENDS. PREFABRICATED FLANGED PIPE SHALL BE FACTORY TESTED.
2. SPAN LENGTHS AS REQUIRED BY PERMITTING AGENCY AND PIPE MFGR.
3. FAN GUARDS ARE REQUIRED. SEE FAN GUARD / PIPE CAP DESIGN DETAILS (SHEET 2), FOR ADDITIONAL REQUIRMENTS.
4. ALL EXPOSED PIPING AND HARDWARE SHALL BE PAINTED AS SPECIFIED.
5. PIPE SHALL BE CRADLED ON
1
2
" THICK NEOPRENE (DUROMETER GRADE 50). NEOPRENE SHALL EXTEND 1" BEYOND THE EDGES OF
CRADLE AND STRAPS. NEOPRENE IS REQUIRED AT ALL STRAPS INSTALLED OVER STEEL PIPE.
6. TIE-DOWNS STRAPS MUST PROPERLY FIT AND SECURE PIPE IN CRADLE.
7. PIPE CRADLE IN CAP SHALL CONTACT
1
3
CIRCUMFERENCE OF PIPE.
8. THE PRESSURE GAUGE SHALL FACE THE CLOSEST FAN GUARD.
9. PILE LIFT CABLE SHALL BE REMOVED BELOW SURFACE; HOLE SHALL BE FILLED WITH EPOXY CEMENT.
10. 10"X10" TYPE 1A BATTER PILES WITH MINIMUM LOAD CAPACITY OF 25 TONS PER PILE IS REQUIRED. PILE PENETRATION BELOW CANAL
BOTTOM SHALL BE 15' MINIMUM. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE PSLUSD.
11. PREFABRICATED STEEL PIPE SHALL HAVE WELDED ON BEARING PADS EXTENDING A MINIMUM OF 1" BEYOND PIPE CRADLE. THE PADS
SHALL BE INSTALLED BY STEEL PIPE MANUFACTURER PRIOR TO PAINTING.
12. FORCE MAIN CROSSINGS OVER BODIES OF WATER MAY BE SUBJECT TO PERMIT FROM APPLICABLE REGULATORY AGENCIES.
5'
12"
AUTOMATIC AIR RELEASE VALVE
WITH DOUBLE STRAP SADDLE
AND CORPORATION STOP
(SEE NOTE #8)
SQUARE PRESTRESSED
CONC. BATTER PILES
ISOLATION VALVE REQUIRED
FOR BOTH SIDES OF CROSSING
CEMENT BAG RIP RAP
REINFORCED WITH #4
(DETAIL DRAWING
IS REQUIRED)
FAN GUARD
(SEE SHEET 2)
D.H.W.
FITTING ABOVE D.H.W.
36" MIN.
D.I.P. REQUIRED FOR
TRANSITION FROM
FLANGED PIPE
RESTRAINTS
REQUIRED
PRESSURE GAUGE
AERIAL CROSSING DETAILSHEET: 1 OF 2
SCALE: N.T.S.
DETAIL: G-13MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
NOTES:
1. FAN GUARDS SHALL BE PLACED AT EACH END OF CANAL CROSSING.
2. FANGUARD WITH HARDWARE SHALL BE FABRICATED FROM DOUBLE HOT DIPPED GALVANIZED STEEL.
3. SHOP DRAWINGS FOR FANGUARDS, CAPS AND PILES MUST BE SUBMITTED TO PSLUSD FOR REVIEW AND APPROVAL PRIOR TO
PRE-CONSTRUCTION MEETING.
4. CUT PILE, EXTEND PRESTRESSING STRANDS INTO PILE CAP AND TIE WITH CAP STEEL.
5. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 MIN. 2" CONCRETE COVER OVER ALL STEEL.
HEAVY DUTY BLIND PIN HINGES
VARIES
48"
10"
ARV ACCESS GATE W/ LOCK WITHIN
FAN GUARD (SWINGS OUTWARD)
1
2
"X2" FLAT BAR
FAN GUARD
SUPPORT STRUTS
CONNECTION POINTS
5
8
"Ø
1
2
"X2" FLAT BAR
6"MIN.
3
8
"X2" FLAT BAR
MIN.
5
8
"ØX8" LONG ANCHOR BOLTS
W/ WASHERS AND NUTS
2"X1" NOTCH FOR WATER DRAINAGE
FORMED IN PLACE PILE CAP
(MIN. 4000 PSI CONCRETE)
SQUARE PRESTRESSED
CONCRETE BATTER PILE
48"
6"MIN.
SAFETY HARNESS ATTACHMENT
FAN GUARD ACCESS DOOR
(IN OPEN POSITION)
(2)
5
8
"X1
1
2
" FLAT BAR
12"
PRESSURE GAUGE
WELDED OUTLET INSTALLED
PRIOR TO PAINTING
(OPTION FOR STEEL PIPE ONLY)
1
2
" NEOPRENE REQUIRED
UNDER ALL STRAPS INSTALLED
OVER STEEL PIPE (TYP)
3
8
"X2" FLAT BAR
WELDED ON BEARING PAD
(OPTION FPR STEEL PIPE ONLY)
1'WIDTH X 3' LENGTH DOUBLE
HOT DIPPED GALVANIZED METAL
SAFETY WORK PLATFORM W/
1
2
"X
3
8
" SUPPORT FRAME AND
MOUNTING BRACKETS
FAN GUARD / PILE CAP DETAILSHEET: 2 OF 2
SCALE: N.T.S.
DETAIL: G-13MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
SAMPLING TAP
12" MIN.
24" MAX.
PRESSURE GAUGE
WITH VALVE (TYP)
GATE VALVE
FINAL
GRADE
EXISTING WATER MAIN
FOR JUMPER CONNECTIONS 3" OR GREATER
REDUCED PRESSURE ZONE ASSEMBLY
GATE VALVE
THREADED NIPPLE (TYP)
METER
TEST COCK (TYP)
GATE VALVE
90° BEND 90° BEND
CONTRACTOR CONTRACTOR
DUCTILE IRON PIPE
PSLUSD
INSTALLED
MJ
*
*
= FLANGED FITTINGS
* * * *
NOTES:
1. A TEMPORARY JUMPER CONNECTION SHALL BE PROVIDED IN ACCORDANCE WITH THIS DETAIL WHEN AN EXISTING
PSLUSD WATER MAIN WILL BE USED FOR FILLING, FLUSHING OR PIGGING A NEWLY CONSTRUCTED POTABLE WATER,
WASTEWATER FORCE MAIN OR RECLAIMED WATER MAIN. A DIRECT CONNECTION SHALL NOT BE MADE UNDER ANY
CIRCUMSTANCES. THE SIZE OF THE JUMPER CONNECTION SHALL BE SPECIFIED BY THE ENGINEER-OF-RECORD (EOR)
BASED ON VELOCITY REQUIRED TO FLUSH THE MAIN.
2. THE CONTRACTOR SHALL CONTACT THE PSLUSD REGARDING SCHEDULING OF REQUIRED INSPECTIONS RELATING TO
THE CONNECTION. PSLUSD INSPECTIONS ARE SPECIFICALLY REQUIRED FOR TIE-INS OR WET TAPS TO EXISTING MAINS,
JUMPER INSTALLATION, FLUSHING, PIGGING, PRESSURE TESTING, DISINFECTION, SAMPLING, PLUGGING OF SAMPLING
POINTS AND PERMANENT CONNECTION OF THE NEW MAIN. THE CONTRACTOR SHALL FOLLOW ALL PROCEDURES
STRICTLY IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS MANUAL .
3. THE TEMPORARY JUMPER ASSEMBLY (FLANGE TO FLANGE) WILL BE SUPPLIED, INSTALLED AND TESTED BY THE
PSLUSD, IN COORDINATION WITH THE EOR AND CONTRACTOR. OTHER MATERIALS AND INSTALLATION REQUIRED FOR
THE CONNECTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL DISINFECT THE PIPE AND
FITTINGS USED TO MAKE THE CONNECTION BY SPRAYING AND SWABBING WITH CHLORINE AS NECESSARY. A SUPPORT
SHALL BE PROVIDED FOR THE ASSEMBLY AS NECESSARY. THE UNDERGROUND FITTINGS SHALL BE RESTRAINED
MECHANICAL JOINT TYPE. ALL MATERIALS SHALL BE PER THE PSLUSD APPROVED QUALIFIED PRODUCTS LIST. THE
JUMPER CONNECTION SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL THE ASSEMBLY IS REMOVED BY THE
PSLUSD. THE VALVES SHALL BE OPERATED BY PSLUSD PERSONNEL ONLY.
4. ALL NEW WATER MAINS SHALL BE DOUBLE-PIGGED, FLUSHED, PRESSURE TESTED AND DISINFECTED. NEW MAIN SHALL
NOT BE PLACED INTO SERVICE UNTIL THE BACTERIOLOGICAL TEST RESULTS ARE SATISFACTORY AND A WRITTEN
APPROVAL HAS BEEN OBTAINED FROM THE PSLUSD.
5. PIGGING AND FLUSHING SHALL BE PERFORMED BY THE CONTRACTOR IN THE PRESENCE OF A PSLUSD INSPECTOR.
WATER MAINS SHALL BE PRESSURE TESTED AFTER FLUSHING AND PRIOR TO DISINFECTION. ALL VALVES SHALL
REMAIN CLOSED DURING THE PRESSURE TEST AND WILL NOT BE OPENED UNTIL THE RESULTS OF PRESSURE TESTING
AND BACTERIOLOGICAL TESTING ARE SATISFACTORY AND THE SYSTEM HAS BEEN ACCEPTED FOR OPERATION BY THE
PSLUSD. ALL VALVES SHALL BE CLOSED BY PSLUSD PERSONNEL AFTER FLUSHING AND SHALL REMAIN CLOSED
DURING THE PRESSURE TEST.
6. DISINFECTION OF POTABLE WATER MAINS SHALL BE CONDUCTED IN ACCORDANCE WITH AWWA C651. A MINIMUM
PRESSURE OF 20 PSI SHALL BE MAINTAINED IN THE NEW MAIN AFTER DISINFECTION.
7. CONNECTION TO EXISTING WATER MAINS SHALL NOT BE MADE PRIOR TO BACTERIOLOGICAL CLEARANCE AND UNTIL
NEW MAIN IS OWNED BY THE PSLUSD.
8. UPON WRITTEN APPROVAL, THE SAMPLING POINTS SHALL BE REMOVED AND PLUGGED BY THE CONTRACTOR. THE
CONTRACTOR SHALL MAKE THE PERMANENT CONNECTION IN THE PRESENCE OF A PSLUSD INSPECTOR. THE PIPE AND
FITTINGS FOR CONNECTION SHALL BE DISINFECTED BY SPRAYING AND SWABBING WITH CHLORINE.
9. THE JUMPER ASSEMBLY (FLANGE TO FLANGE) WILL BE REMOVED BY THE PSLUSD IN COORDINATION WITH THE
CONTRACTOR. THE CONTRACTOR SHALL REMOVE THE REST OF THE JUMPER CONNECTION PIPING AND PLUG THE
CORPORATION STOP VALVES.
TEMPORARY JUMPER CONNECTION
SHEET: 1 OF 2
SCALE: N.T.S.
DETAIL: G-14
MINIMUM CONSTRUCTION STANDARDS FOR
CITY OF PORT ST. LUCIE
900 S.E. OGDEN LANE
PORT ST. LUCIE, FL 34983
PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2014
TEMPORARY JUMPER CONNECTION
SHEET: 2 OF 2
SCALE: N.T.S.
DETAIL: G-14
MINIMUM CONSTRUCTION STANDARDS FOR
CITY OF PORT ST. LUCIE
900 S.E. OGDEN LANE
PORT ST. LUCIE, FL 34983
PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2014
GATE VALVE
GATE VALVE
MAINTAIN
PHYSICAL
SEPARATION
SEE NOTE
#1
3' MIN
10' MAX
24" MIN
(TYP)
SAMPLING
TAP
2" ANGLE VALVE
REDUCED PRESSURE
ZONE ASSEMBLY
12" MIN.
24" MAX.
PRESSURE GAUGE
WITH VALVE (TYP)
EXISTING WATER MAIN
2" BRASS
CORP. STOP
2" DOUBLE STRAP
SERVICE SADDLE
2" ANGLE VALVE
BRASS OR
POLYETHYLENE
UNISTRUT
FINAL
GRADE
2" METER
THREADED NIPPLE (TYP)
CONTRACTOR CONTRACTOR
2" BRASS CORP. STOP
2" DOUBLE STRAP
SERVICE SADDLE
BRASS OR
POLYETHYLENE
NEW WATER MAIN
FINAL
GRADE
* * *
*
PSLUSD
INSTALLED
FLANGED FITTINGS
BALL VALVE (TYP)
FOR 2" JUMPER CONNECTIONS
GATE VALVE
EXISTING WATER MAIN
MJ
SAMPLING TAP
12" MIN.
24" MAX.
PRESSURE GAUGE
WITH VALVE (TYP)
GATE VALVE
FINAL
GRADE
EXISTING WATER MAIN
FOR JUMPER CONNECTIONS 3" OR GREATER
REDUCED PRESSURE ZONE ASSEMBLY
GATE VALVE
THREADED NIPPLE (TYP)
METER
TEST COCK (TYP)
GATE VALVE
90° BEND 90° BEND
CONTRACTOR CONTRACTOR
DUCTILE IRON PIPE
PSLUSD
INSTALLED
MJ
*
*
= FLANGED FITTINGS
* * * *
TEMPORARY JUMPER CONNECTION
SHEET: 1 OF 2
SCALE: N.T.S.
DETAIL: G-14
MINIMUM CONSTRUCTION STANDARDS FOR
CITY OF PORT ST. LUCIE
900 S.E. OGDEN LANE
PORT ST. LUCIE, FL 34983
PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
GATE VALVE
GATE VALVE
MAINTAIN
PHYSICAL
SEPARATION
SEE NOTE
#1
3' MIN
10' MAX
24" MIN
(TYP)
SAMPLING
TAP
2" ANGLE VALVE
REDUCED PRESSURE
ZONE ASSEMBLY
12" MIN.
24" MAX.
PRESSURE GAUGE
WITH VALVE (TYP)
EXISTING WATER MAIN
2" BRASS
CORP. STOP
2" DOUBLE STRAP
SERVICE SADDLE
2" ANGLE VALVE
BRASS OR
POLYETHYLENE
UNISTRUT
FINAL
GRADE
2" METER
THREADED NIPPLE (TYP)
CONTRACTOR CONTRACTOR
2" BRASS CORP. STOP
2" DOUBLE STRAP
SERVICE SADDLE
BRASS OR
POLYETHYLENE
NEW WATER MAIN
FINAL
GRADE
* * *
*
PSLUSD
INSTALLED
FLANGED FITTINGS
BALL VALVE (TYP)
FOR 2" JUMPER CONNECTIONS
GATE VALVE
EXISTING WATER MAIN
MJ
NOTES:
1. A TEMPORARY JUMPER CONNECTION SHALL BE PROVIDED IN ACCORDANCE WITH THIS DETAIL WHEN AN EXISTING
PSLUSD WATER MAIN WILL BE USED FOR FILLING, FLUSHING OR PIGGING A NEWLY CONSTRUCTED POTABLE WATER,
WASTEWATER FORCE MAIN OR RECLAIMED WATER MAIN. A DIRECT CONNECTION SHALL NOT BE MADE UNDER ANY
CIRCUMSTANCES. THE SIZE OF THE JUMPER CONNECTION SHALL BE SPECIFIED BY THE ENGINEER-OF-RECORD (EOR)
BASED ON VELOCITY REQUIRED TO FLUSH THE MAIN.
2. THE CONTRACTOR SHALL CONTACT THE PSLUSD REGARDING SCHEDULING OF REQUIRED INSPECTIONS RELATING TO
THE CONNECTION. PSLUSD INSPECTIONS ARE SPECIFICALLY REQUIRED FOR TIE-INS OR WET TAPS TO EXISTING MAINS,
JUMPER INSTALLATION, FLUSHING, PIGGING, PRESSURE TESTING, DISINFECTION, SAMPLING, PLUGGING OF SAMPLING
POINTS AND PERMANENT CONNECTION OF THE NEW MAIN. THE CONTRACTOR SHALL FOLLOW ALL PROCEDURES
STRICTLY IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS MANUAL .
3. THE TEMPORARY JUMPER ASSEMBLY (FLANGE TO FLANGE) WILL BE SUPPLIED, INSTALLED AND TESTED BY THE
PSLUSD, IN COORDINATION WITH THE EOR AND CONTRACTOR. OTHER MATERIALS AND INSTALLATION REQUIRED FOR
THE CONNECTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL DISINFECT THE PIPE AND
FITTINGS USED TO MAKE THE CONNECTION BY SPRAYING AND SWABBING WITH CHLORINE AS NECESSARY. A SUPPORT
SHALL BE PROVIDED FOR THE ASSEMBLY AS NECESSARY. THE UNDERGROUND FITTINGS SHALL BE RESTRAINED
MECHANICAL JOINT TYPE. ALL MATERIALS SHALL BE PER THE PSLUSD APPROVED QUALIFIED PRODUCTS LIST. THE
JUMPER CONNECTION SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL THE ASSEMBLY IS REMOVED BY THE
PSLUSD. THE VALVES SHALL BE OPERATED BY PSLUSD PERSONNEL ONLY.
4. ALL NEW WATER MAINS SHALL BE DOUBLE-PIGGED, FLUSHED, PRESSURE TESTED AND DISINFECTED. NEW MAIN SHALL
NOT BE PLACED INTO SERVICE UNTIL THE BACTERIOLOGICAL TEST RESULTS ARE SATISFACTORY AND A WRITTEN
APPROVAL HAS BEEN OBTAINED FROM THE PSLUSD.
5. PIGGING AND FLUSHING SHALL BE PERFORMED BY THE CONTRACTOR IN THE PRESENCE OF A PSLUSD INSPECTOR.
WATER MAINS SHALL BE PRESSURE TESTED AFTER FLUSHING AND PRIOR TO DISINFECTION. ALL VALVES SHALL
REMAIN CLOSED DURING THE PRESSURE TEST AND WILL NOT BE OPENED UNTIL THE RESULTS OF PRESSURE TESTING
AND BACTERIOLOGICAL TESTING ARE SATISFACTORY AND THE SYSTEM HAS BEEN ACCEPTED FOR OPERATION BY THE
PSLUSD. ALL VALVES SHALL BE CLOSED BY PSLUSD PERSONNEL AFTER FLUSHING AND SHALL REMAIN CLOSED
DURING THE PRESSURE TEST.
6. DISINFECTION OF POTABLE WATER MAINS SHALL BE CONDUCTED IN ACCORDANCE WITH AWWA C651. A MINIMUM
PRESSURE OF 20 PSI SHALL BE MAINTAINED IN THE NEW MAIN AFTER DISINFECTION.
7. CONNECTION TO EXISTING WATER MAINS SHALL NOT BE MADE PRIOR TO BACTERIOLOGICAL CLEARANCE AND UNTIL
NEW MAIN IS OWNED BY THE PSLUSD.
8. UPON WRITTEN APPROVAL, THE SAMPLING POINTS SHALL BE REMOVED AND PLUGGED BY THE CONTRACTOR. THE
CONTRACTOR SHALL MAKE THE PERMANENT CONNECTION IN THE PRESENCE OF A PSLUSD INSPECTOR. THE PIPE AND
FITTINGS FOR CONNECTION SHALL BE DISINFECTED BY SPRAYING AND SWABBING WITH CHLORINE.
9. THE JUMPER ASSEMBLY (FLANGE TO FLANGE) WILL BE REMOVED BY THE PSLUSD IN COORDINATION WITH THE
CONTRACTOR. THE CONTRACTOR SHALL REMOVE THE REST OF THE JUMPER CONNECTION PIPING AND PLUG THE
CORPORATION STOP VALVES.
TEMPORARY JUMPER CONNECTION
SHEET: 2 OF 2
SCALE: N.T.S.
DETAIL: G-14
MINIMUM CONSTRUCTION STANDARDS FOR
CITY OF PORT ST. LUCIE
900 S.E. OGDEN LANE
PORT ST. LUCIE, FL 34983
PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
4'
MIN.
EXISTING PAVEMENT
EXISTING BASE
UNDISTURBED
SOIL
4'
6" SCH 40 STEEL
PIPE OR DIP FILLED
WITH AND SET
IN CONCRETE
TWO COATS OF YELLOW PAINT
EXISTING GRADE
SLOPE CONCRETE TO DRAIN
0.35 YD³ CONC. MIN.
(3000 P.S.I.)
2'
MIN.
ROUNDED CONCRETE OR CAP
BOLLARD DETAIL
SHEET: 1 OF 1
SCALE: N.T.S.
DATE: 2015
FILE NAME: G-15MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
NOTES:
1. SIGNS SHALL BE PLACED AS REQUIRED UNDER THE
PROVISIONS OF PERMIT ISSUED BY PERMITTING AGENCY.
2. THE SIGN SHALL BE 0.080 ALUMINUM WITH REFLECTIVE
WHITE BACKGROUND AND BLACK LETTERING WITH
COLOR LOGO.
3. THE SIGN SHALL BE MOUNTED ON 1.75" x 1.75", 12
GAUGE GALVANIZED SQUARE TUBE PERFORATED SIGN
POST WITH STAINLESS STEEL HARDWARE, 48" FROM
BOTTOM AND PARALLEL TO CANAL.
4" DIAMETER
BURIED
WATER
MAIN
PORT ST. LUCIE
UTILITY SYSTEMS
772-873-6400
1" RADIUS (TYP)
1-1/4" HIGH LETTERS
24"
18"
1-3/4" HIGH LETTERS
1-3/4" HIGH LETTERS
1
4
" THICK
BLACK BAND
1
4
" INSET
CANAL CROSSING SIGNSHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: G-16MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
NOTES:
1. THE DESIGN SPECIFICATIONS FOR THE WET WELL, PUMPS, CONTROL ELEVATIONS AND VALVE VAULT SHALL BE AS SPECIFIED BY
THE ENGINEER-OF-RECORD (EOR), IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS.
2. ALL PIPING FOR VALVE AND PUMPOUT CONNECTION ASSEMBLY SHALL BE SCH 80, FLANGED PVC.
3. EOR SHALL VERIFY AND SUBMIT BUOYANCY CALCULATIONS FOR THE ANTI-FLOTATION SLAB. THE WET WELL AND VALVE VAULT
BASE SHALL BE PROVIDED WITH SUITABLE SUPPORT DURING INSTALLATION TO ENSURE COMPLETE ENCAPSULATION OF
CONCRETE FOR ANTI-FLOTATION.
4. EXCAVATION, DEWATERING, BACKFILL AND COMPACTION SHALL BE PERFORMED IN ACCORDANCE WITH THE PSLUSD
UTILITY STANDARDS. DENSITY TESTS SHALL BE PERFORMED AND SUBMITTED AS REQUIRED.
5. THIS DETAIL SHALL BE USED IN CONJUNCTION WITH DETAIL PS-02
2" PVC VENT
W/ S.S. BUG
SCREEN
PUMP
HATCH
SAFETY
DEVICE
BASIN COVER W/HINGED, LOCKABLE ACCESS DOOR,
1/4" ALUM. FLOOR PLATE W/ VENT CPLG.
S.S. TOP RAIL SUPPORT (BOLTS
TO COVER FRAME)
40"x50" FIBERGLASS REINFORCED
VALVE VAULT WITH HINGED
ALUMINUM ACCESS DOOR
3" CAMLOCK CAP W/ 1/4"
BALL VALVE
PLUG VALVE
PRESSURE
GAUGE
CHECK VALVE
FITTING
(ADAPT-A-FLEX)
(3) 2" ELECTRICAL
CONDUITS (TO
CONTROL PANEL)
(3) 2" SLIP
CONDUIT FLANGE
SEE NOTE #4
DUCT
SEAL
ADJUSTABLE
PIPE SUPPORT
1
1
2
" SCH 80 PVC
GASKET
DISCHARGE PIPING PVC SCH. 80
316 S.S. GUIDE RAIL
PUMP BASE ELBOW
6"MIN
6"MIN
48"
31"
S.S. FASTENERS
30"
1/4" S.S.
LIFTING CHAIN
4"-6"GASKET
18"
VARIES
HIGH WATER ALARM
LAG PUMP ON
LEAD PUMP ON
PUMP OFF
(TOP OF PUMP)
2"
2"2"
THREE PHASE DUPLEXGRINDER SYSTEM
SHEET: 1 OF 2
SCALE: N.T.S.
DETAIL: PS-01MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
SCH 80 PVC ELBOW (TYP)
PRESSURE GAUGE (0-50PSI) W/
DIAPHRAM AND A 3/4" BALL
VALVE @ 45° ANGLE
1
1
2
" FLOOR DRAIN
FROM
WET WELL
FROM
WET WELL
ELBOW UP / HOSE
CONNECTION
SHALL BE 3"
CHECK VALVE
WITH OUTSIDE
SPRING & LEVER
PLUG VALVE WITH 2" OPERATING NUT
CROSS
PLAN VIEW
LEVEL CONTROL
WIRES (4)
PUMP WIRE
PUMP WIRE
THREE PHASE DUPLEXGRINDER SYSTEM
SHEET: 2 OF 2
SCALE: N.T.S.
DETAIL: PS-01MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
PUMP DATA:
MANUFACTURER ** _________________ WETWELL DIAMETER **_________________
MODEL NUMBER ** _________________ IMPELLER NUMBER ** ______ HP **____ RPM ** _____
VOLTS ** ______ 3 PHASE 60 HERTZ
OPERATING CONDITIONS:
** _____ GPM AT **______ TDH **______ % EFFICIENCY
SIZED FOR MINIMUM PUMP CYCLE TIME OF 12 MINUTES AND A MAXIMUM OF 6 PUMP STARTS PER HOUR.
WORKING DEPTH **______FT. WORKING VOLUME **_______ GALS.
HIGH LEVEL ALARM LIGHT
VISIBLE FROM STREET
STAINLESS STEEL CONTROL
PANEL (SEE NOTE)
12"
NOTES:
1. THE HORIZONTAL DISTANCE FROM THE FACE OF THE CONTROL PANEL TO THE EDGE OF THE WET WELL SHALL BE A MINIMUM OF 6'.
2. A BACKFLOW PREVENTION ASSEMBLY AND WATER METER SHALL BE PROVIDED PER DETAIL PS-06.
3. * SEALED WITH CHICO COMPOUND.
4. THE PEDESTAL, CONTROL PANEL AND RELATED COMPONENTS SHALL NOT BE PAINTED.
5. THE SIZE OF THE PEDESTAL AND CONTROL PANEL SHALL BE SPECIFIED ON THE SHOP DRAWINGS BY THE EOR.
8" MIN.
DISCONNECT
4'
6'
18"
18" MIN.
CONDUIT SEAL OFF TO BE
PLACED WITHIN 18" OF
ELECTRICAL ENCLOSURE
(3 - 1
1
2
" REQUIRED)
TO WET WELL
(SEE NOTE #1)
NEMA 4X - 24"L X 6"W X 8"H
JUNCTION BOX WITH TERMINAL
STRIP WITH BACK PLATE
18"
TO POWER
SOURCE
6"
*
*
SIDE VIEW
18"
TO POWER
SOURCE
UV SCH 80 PVC
STAINLESS STEEL
STRAPS
3
4
" HOSE BIB
(SEE NOTE #2)
SCH 80 UV RESISTANT
PVC CONDUIT AROUND
SIDE OF PEDESTAL
DISCONNECT HANDLE SHOULD
BE LOCATED AS SHOWN
NEMA 4X STAINLESS STEEL
FUSED DISCONNECT
2'-6"
PROVIDE CONCRETE
PEDESTAL W/ #4
REBAR 12" O.C &E.W.
(SEE NOTE #5)
FINISH
GRADE
REAR VIEW
2'-6"
APPROVED MECHANICAL
CONNECTOR
3
4
" X 10' COPPER GROUND
ROD
SERVICE METER
FEEDERS & CONDUIT
6"
8"
(SEE NOTE #5)
1 #6 IN
1
2
" CONDUIT
90°
SWEEP
PROVIDE THREE 1
1
2
" SEPARATE
CONDUITS FOR MOTOR CABLES AND
LIQUID LEVEL REGULATOR CABLES.
CONDUIT SHALL BE SCH 80 PVC.
SHEET: 1 OF 2
SCALE: N.T.S.
DETAIL: PS-02MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DUPLEX GRINDER SYSTEMCONTROL PANEL - PEDESTAL DETAIL
INSIDE PSL CITY LIMITS
DATE: 2015
HIGH LEVEL ALARM LIGHT
VISIBLE FROM STREET
STAINLESS STEEL CONTROL
PANEL (SEE NOTE #5)
12"
NOTES:
1. THE HORIZONTAL DISTANCE FROM THE FACE OF THE CONTROL PANEL TO THE EDGE OF THE WET WELL SHALL BE A MINIMUM OF 6'.
2. A BACKFLOW PREVENTION ASSEMBLY AND WATER METER SHALL BE PROVIDED PER DETAIL PS-06.
3. * SEALED WITH CHICO COMPOUND.
4. THE PEDESTAL, CONTROL PANEL AND RELATED COMPONENTS SHALL NOT BE PAINTED.
5. THE SIZE OF THE PEDESTAL AND CONTROL PANEL SHALL BE SPECIFIED ON THE SHOP DRAWINGS BY THE EOR.
8" MIN.
DISCONNECT
4'
6'
18"
18" MIN.
CONDUIT SEAL OFF TO BE
PLACED WITHIN 18" OF
ELECTRICAL ENCLOSURE
(3 - 1
1
2
" REQUIRED)
TO WET WELL
(SEE NOTE #1)
NEMA 4X - 24"L X 6"W X 8"H
JUNCTION BOX WITH TERMINAL
STRIP WITH BACK PLATE
18"
TO POWER
SOURCE
6"
*
*
SIDE VIEW
18"
TO POWER
SOURCE
UV SCH 80 PVC
STAINLESS STEEL
STRAPS
3
4
" HOSE BIB
(SEE NOTE #2)
RIGID GALVANIZED
CONDUIT AROUND SIDE
OF PEDESTAL
DISCONNECT HANDLE SHOULD
BE LOCATED AS SHOWN
2'-6"
PROVIDE CONCRETE
PEDESTAL W/ #4
REBAR 12" O.C &E.W.
(SEE NOTE #5)
1 #6 IN
1
2
" CONDUIT
FINISH
GRADE
REAR VIEW
2'-6"
APPROVED MECHANICAL
CONNECTOR
3
4
" X 10' COPPER GROUND
ROD
SERVICE METER
FEEDERS & CONDUIT
(SEE NOTE #5)
NEMA 4X STAINLESS STEEL
FUSED DISCONNECT
6"
8"
90° SS
SWEEP
PROVIDE THREE 1
1
2
" SEPARATE
CONDUITS FOR MOTOR CABLES AND
LIQUID LEVEL REGULATOR CABLES.
CONDUIT SHALL BE SCH 80 PVC.
STAINLESS STEEL (SS)
SHEET: 2 OF 2
SCALE: N.T.S.
DETAIL: PS-02MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DUPLEX GRINDER SYSTEMCONTROL PANEL - PEDESTAL DETAIL
OUTSIDE PSL CITY LIMITS
DATE: 2015
1'0"
MIN.
SERVICE SADDLE
DOUBLE STRAP
RESILIENT SEAT
GATE VALVESTAINLESS
STEEL NIPPLE
6"
MAX.
GRINDER SERVICE CONNECTION
SWING CHECK VALVE
BAG OF CONCRETE MIX
CONCRETE COLLAR
VALVE BOX
RISER PIPE
VALVE BOX ALIGNMENT DEVICE
NOTES:
1. THIS DETAIL SHALL BE USED IN CONJUNCTION WITH DETAIL G-07 FOR TYPICAL BOX AND COLLAR.
GRINDER SYSTEMSERVICE LINE TAP TO MAIN LINE
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: PS-03MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
℄
SCALE: N.T.S.
MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
LIFT STATION WET WELL SECTIONSHEET: 1 OF 3
DETAIL: PS-04
DATE: 2015
SCALE: N.T.S.
MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
LIFT STATION WET WELLPLAN VIEW
SHEET: 2 OF 3
DETAIL: PS-04
DATE: 2015
SCALE: N.T.S.
MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
LIFT STATIONBASE PLATES
SHEET: 3 OF 3
DETAIL: PS-04
DATE: 2015
3" DIA. ALUMINUM PIPE SUPPORT, 6061 T6, SCH 40 TO BE
FILLED WITH CLEAN SAND AND CAPPED. THE PORTION OF
PIPE SUPPORTS COVERED BY CONCRETE SHALL BE
COATED WITH BITUMASTIC PAINT (8 MIL THICK)
WET WELL SLAB
EXPANSION JOINT
POURED
CONCRETE BASE
1
1
2
' Ø X 3'
RED LIGHT "HIGH WATER ALARM"
1 5/8" x 1 5/8" UNI-STRUT SUPPORT
STRAP, 12 GAUGE, 316 STAINLESS
STEEL AND SS RIGID CONDUIT
CLAMP
GENERATOR PLUG
RTU ANTENNA AND RELATED
EQUIPMENT NOT SHOWN FOR
CLARITY. SEE DETAIL
20' (MIN.) LONG COPPER
CLAD GROUND ROD
SHALL BE LOCATED
OUTSIDE OF CONCRETE
FINISH
GRADE
SCH 80 UV RESISTANT PVC
MOUNT METER AND CAN ON REAR, HEIGHT AS PER CODE
AND F.P.& L. STANDARDS AND A MINIMUM OF 3' FROM FENCE
SURGE CAPACITOR AND LIGHTNING ARRESTOR TO BE
EXTERNALLY MOUNTED
TO F.P.&L. POWER SOURCE, CONDUIT AS PER F.P.&L.
REQUIREMENTS
PROVIDE 2" MINIMUM CLEARANCE BETWEEN ALL LINE BOXES
EXPANSION JOINT
3' MIN.
TO BE DETERMINED IN THE FIELD
4' MAX. SPACING
6"
1'
6'-6"
MAX.
HEAVY DUTY CIRCUIT
BREAKER SAFETY SWITCH,
SERVICE ENTRANCE RATED,
BETWEEN F.P.& L. METER AND
CONTROL PANEL WITH NEMA
4X STAINLESS STEEL
ENCLOSURE.
APPROVED PRESSURE
TYPE BRONZE
CONNECTOR CLAMP
#4 CU
GROUND
WIRE
A
A
FRONT VIEW
REAR VIEW
SECTION A-A
NOTES:
1. THE HORIZONTAL DISTANCE FROM THE FACE OF THE CONTROL PANEL TO THE EDGE OF THE WET WELL SHALL BE A MINIMUM OF 6'.
2. A BACKFLOW PREVENTION ASSEMBLY AND WATER METER SHALL BE PROVIDED PER DETAIL PS-07.
3. * SEALED WITH CHICO COMPOUND.
4. THE PEDESTAL, CONTROL PANEL AND RELATED COMPONENTS SHALL NOT BE PAINTED.
5. A TRANSFORMER MAY BE ALLOWED ON A CASE-BY-CASE BASIS WHEN REQUESTED IN ADVANCE BY THE ENGINEER-OF-RECORD (EOR) AND APPROVED IN WRITING BY THE PSLUSD.
6. THE SIZE OF THE PEDESTAL AND CONTROL PANEL SHALL BE SPECIFIED ON THE SHOP DRAWINGS BY THE EOR.
90°
SWEEP
GROUND AND CONTROL CONDUITS TO RTU ANTENNA
CAP ENDS OF UNI-STRUT (TYP)
PROVIDE THREE 2" SCH 80 UV RESISTANT PVC CONDUIT BETWEEN
PANEL J-BOX AND WETWELL, ONE PER PUMP AND ONE FOR LEVEL
CONTROL WIRE SHALL BE CONTINUOUS, NO SPLICES.
JUNCTION BOX 16"H X 20"W X 6"D
CONTROL PANEL
SHEET: 1 OF 2
SCALE: N.T.S.
DETAIL: PS-05MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
LIFT STATIONCONTROL PANEL - PEDESTAL DETAIL
INSIDE PSL CITY LIMITS
DATE: 2015
3" DIA. ALUMINUM PIPE SUPPORT, 6061 T6, SCH 40 TO BE
FILLED WITH CLEAN SAND AND CAPPED. THE PORTION OF
PIPE SUPPORTS COVERED BY CONCRETE SHALL BE
COATED WITH BITUMASTIC PAINT (8 MIL THICK)
WET WELL SLAB
EXPANSION JOINT
POURED
CONCRETE BASE
1
1
2
' Ø X 3'
RED LIGHT "HIGH WATER ALARM"
1 5/8" x 1 5/8" UNI-STRUT SUPPORT
STRAP, 12 GAUGE, 316 STAINLESS
STEEL AND SS RIGID CONDUIT
CLAMP
GENERATOR PLUG
RTU ANTENNA AND RELATED
EQUIPMENT NOT SHOWN FOR
CLARITY. SEE DETAIL
20' (MIN.) LONG COPPER
CLAD GROUND ROD
SHALL BE LOCATED
OUTSIDE OF CONCRETE
PROVIDE THREE 2" SCH 80 UV RESISTANT PVC CONDUIT BETWEEN
PANEL J-BOX AND WETWELL, ONE PER PUMP AND ONE FOR LEVEL
CONTROL WIRE SHALL BE CONTINUOUS, NO SPLICES.
FINISH
GRADE
SCH 80 UV RESISTANT PVC
MOUNT METER AND CAN ON REAR, HEIGHT AS PER CODE
AND F.P.& L. STANDARDS AND A MINIMUM OF 3' FROM FENCE
SURGE CAPACITOR AND LIGHTNING ARRESTOR TO BE
EXTERNALLY MOUNTED
JUNCTION BOX 16"H X 20"W X 6"D
TO F.P.&L. POWER SOURCE, CONDUIT AS PER F.P.&L.
REQUIREMENTS
PROVIDE 2" MINIMUM CLEARANCE BETWEEN ALL LINE BOXES
EXPANSION JOINT
3' MIN.
TO BE DETERMINED IN THE FIELD
4' MAX. SPACING
6"
1'
6'-6"
MAX.
HEAVY DUTY CIRCUIT
BREAKER SAFETY SWITCH,
SERVICE ENTRANCE RATED,
BETWEEN F.P.& L. METER AND
CONTROL PANEL WITH NEMA
4X STAINLESS STEEL
ENCLOSURE.
APPROVED PRESSURE
TYPE BRONZE
CONNECTOR CLAMP
#4 CU
GROUND
WIRE
A
A
FRONT VIEW
REAR VIEW
SECTION A-ANOTES:
1. THE HORIZONTAL DISTANCE FROM THE FACE OF THE CONTROL PANEL TO THE EDGE OF THE WET WELL SHALL BE A MINIMUM OF 6'.
2. A BACKFLOW PREVENTION ASSEMBLY AND WATER METER SHALL BE PROVIDED PER DETAIL PS-07.
3. * SEALED WITH CHICO COMPOUND.
4. THE PEDESTAL, CONTROL PANEL AND RELATED COMPONENTS SHALL NOT BE PAINTED.
5. A TRANSFORMER MAY BE ALLOWED ON A CASE-BY-CASE BASIS WHEN REQUESTED IN ADVANCE BY THE ENGINEER-OF-RECORD (EOR) AND APPROVED IN WRITING BY THE PSLUSD.
6. THE SIZE OF THE PEDESTAL AND CONTROL PANEL SHALL BE SPECIFIED ON THE SHOP DRAWINGS BY THE EOR.
90° SS
SWEEP
GROUND AND CONTROL CONDUITS TO RTU ANTENNA
STAINLESS STEEL (SS)
CAP ENDS OF UNI-STRUT (TYP)
CONTROL PANEL
SHEET: 2 OF 2
SCALE: N.T.S.
DETAIL: PS-05MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
LIFT STATIONCONTROL PANEL - PEDESTAL DETAIL
OUTSIDE PSL CITY LIMITS
DATE: 2015
GRINDER SYSTEM WATER METERAND
BACKFLOW PREVENTION ASSEMBLYSHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: PS-06MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
WATER MAIN PRESSURE TRANSDUCERINSTALLATION DETAIL
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: PS-07MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015LIFT STATION WATER METERAND
BACKFLOW PREVENTION ASSEMBLY
LIFT STATIONTYPICAL RTU ANTENNA
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: PS-08MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
LIFT STATION SIGNAGESHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: PS-09MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
NAMEPLATE DETAILS230VAC, 3 PHASE, 60 HERTZ
DUPLEXPUMP PANEL
ANALOG INPUTSLOT 3
DUPLEXPUMP PANEL
DISCRETE INPUTSSLOT 1
DUPLEXPUMP PANEL
DISCRETE OUTPUTSSLOT 2
DUPLEXPUMP PANEL
POWER CIRCUITS120VACDUPLEX
PUMP PANEL
POWER CIRCUITS
DUPLEXPUMP PANEL
PH
ON
E (
772)
873
-640
0 FA
X (
772)
873
-643
3
CIT
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F P
OR
T S
T. L
UC
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TIL
ITY
SY
ST
EM
S D
EP
AR
TM
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T90
0 S
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EN
LA
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PO
RT
ST
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CIE
, FL
349
83A
CL
WIT
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HE
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: 1 O
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SC
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: N.T
.S.
DE
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DA
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: 201
5
PANEL LAYOUT48 X 48 X 12
DUPLEXPUMP PANEL
COMMUNICATIONSFIBER OPTIC
DUPLEXPUMP PANEL
Item # Control Panel Hardware Manufacturer Manufacturer Part No. Curry Part No. Panel: RTU
ENCLNEMA 4X Stainless Steel 3 PT Latch Enclosure with Aluminum swing out panel with door stop kitinstalled on swing out panel (dead front) and panel door. Hoffman A48H4812WFSSLP3PT-MOD 1
48" x48" Sub Panel Hoffman A48P48 1
Corrosion Inhibitor Hoffman A-HCI-5E ENC-0007 1
LT1 Enclosure Light Package with Manual Switch Hoffman LF120V18 / F8T5CW 18" 1
HEAT Anti-Condensation Heater Hoffman DAH1001A 1
GR1 Generator Receptacle (100 Amp) Pyle National JRE-4100-PR 1
LA1 TVSS Surge Protector Square D SDSA3650 1
CB1 Main Circuit Breaker 3P 100A Square D HDL36100 1
CB2 Generator Receptacle Circuit Breaker 3P 100A Square D HDL36100 1
Mechanical Interlock Square D S29354 1CB5,CB6 Pump Circuit Breaker 3P 60 A Square D HDL36060 2
CB4 Control Circuit Breaker 3P 15A Square D MND61331 1
CB7 Control Circuit Breaker 2P 4A Square D MND61315 1
CB8 Control Circuit Breaker 1P 8A Square D 60109 1
CB9 Control Circuit Breaker 1P 15A Square D 60112 1
CB10 Control Circuit Breaker 1P 5A Square D 60106 1
ETM Elapse Timer Meters 120vac non-resetable w/ terminal block Redington 710-0002 2MS1, MS2 Nema 2 Type Motor Starter Square D 8536 SDO1V02 2OL1, OL2 Thermal Overloads for 28 AMP FLA Square D B50.0 6CT1,CT2 TeSys T Motor Management - Main Controller Square D LTMR100EBD 2
TeSys T Motor Management - Expansion Module Square D LTMEV40BD 2TeSys T Motor Management -Connecting Jumpers Square D LTMCC004 2
T1 Control Transformer Square D 9070T0750D1 1
BVUPS Battery Voltage UPS Transtronics BVUPS24PF 1 8 Pin Relay Base Omron PF083A-E RLY-0007 1
E1 Battery Werker WKA12-7.5F PWR-0026 224vdc Power Supply 5.0 Amps Phoenix Contact 85044081 1
Cisco network switch Cisco IE-3000-4TC 1
Network Switch Transceiver Addon GLC-LH-SM-AO 2Fiber Optic Patch Panel Corning SPH-01P 1Fiber Optic Patch Panel ST type filler plate single mode Corning CCH-CP12-19T 1Fiber Patch cords 1-meter LC-ST single mode 2UTP Ethernet Patch Cord / Cat 5, 1
Radio Shelf 1HOA1,HOA2 Selector Switch 3 Pos *Spring Return from Left (Hand Mode) Square D 9001SKS63B 2HOA1,HOA2 Control Block Assembly Square D 9001KA1 4
PB1 Push Button (Black) Square D 9001SKR1BH5 3
PL1-PL3 30mm 24vdc Push-to-Test Pilot Light (Amber) Square D 9001SKT35A31 1
PL4-PL8 30mm 24vdc Push-to-Test Pilot Light (Red) Square D 9001SKT35R31 5
CR1-CR3 11 pin 3PDT 120vac Relay AA Electric AAE-A301-M 3
CR4-CR7 11 pin 3PDT 24vdc Relay AA Electric AAE-D304-M 511 pin Relay Base AA Electric PF113A-E 10
PM1 3 Phase Monitoring Relay Macromatic PMPU 1
TDR1 Time Delay Relay IDEC GT3A-3EAF20 2
AL1 Alarm Beacon Ingram LRX-40 1
AH1 Alarm Horn Ingram AH115A8G 1TS1, TS2 Light Swtich SPDT ELE- 2
End Blk Wago 249-117 TBL-0082 10Two Tier Term Blk gray Entrelec M 4/6.D2 # 0115 271.22 TBL-0014 50Two Tier Barrier gray Entrelec FEM6D # 0118 499.23 TBL-0010 4Two Tier Term Blk jumper bar Entrelec BJM6D# 0173 520.22 TBL-0021 6Jumper Bar Coupling Entrelec 173627.21, EL6 TBL-0032 1
Ground Term Blk Entrelec M4/6.P # 0165 113.16 TBL-0017 4
Fuse Holder Term Blk Entrelec M4/8.SF #0115 657.25 TBL-0013 10
Fuse Holder End Barrier Entrelec FEM8S TBL-0005 2Fuse GMA-3 amp LITTLEFUSE 235002 FUS-0006 1Fuse GMA-2 amp LITTLEFUSE 235003 FUS-0005 104-20 mA Surge Arrestors MTL SD32X 4
Din Rail (Ft) WEID #51450 PNL-0040 8Wire duct 2" w x 3" h and Cover (Ft) Panduit E2X3WH6, C3WH6 PAN-0020 / PAN-0016 20Wire duct 1" w x 3" h and Cover (Ft) Panduit E1X3WH6, 2
GFCI GFCI-15 Amp Receptical Cooper ELE-0004 1Handy Box #58361 1/2 ELE-0001 1Handy Box Cover ELE-0015 1Plastic Bushing T&B 3210, 1/2" ELE-0020 1
G Mechnical Gnd Lug,(CED) Positech MCD1-1025 1
Ground Bus Bar Square D PK7GTA FUS-0032 2
PDB1 Power Distribution Block w/finger safe cover Square D 9080LBA363206 1
Item # Control Panel Hardware Manufacturer Manufacturer Part No. Curry Part No. Panel: RTU
1 M340 04 Slot PLC Backplane Schneider BMX XBP 0400 rack 1
2 M340 PLC Power Supply Schneider BMX CPS 2010 1
3
4 M340 PLC Processor Schneider BMX P34 2020 1
5
6 M340 PLC 16 pt 24vdc Digital Input Module Schneider BMX DDI 1602 1
7 M340 PLC 4-20 mA 4ch. Analog Input Module Schneider BMX AMI 0410 1
8 M340 PLC 16ch. Relay Output Module Schneider BMX DRA 1605 1
9
10 M340 PLC I/O Module 20 pt. Terminal Connectors Schneider BMX FTB 2010 3
11
12
13
14
15
Item # Electrical Materials Manufacturer Manufacturer Part No. Curry Part No. Panel: RTU
1 10' x 3/4"ground rod 2
2 1/0 copper bare Stranded 15
3
4 J-Junior Direct burial ground clamp NSI# G-1-S-BS 2
5 3/4" Acorn ground rod clamp Nsi# GRC 34H 2
6
7
8
9
10 150 watt flood lamp Intermatic FL150MH 1
11
12
13
14
15
Item # Field Instruments Manufacturer Manufacturer Part No. Curry Part No. Panel: RTU
1 Float Balls (50 Ft Cable Type 'S' Suspended Normally Open Roto Float)
Anchor Scientific S50NO 5
2
3
4
5
BILL OF MATERIAL48 X 48 X 12
DUPLEXPUMP PANEL
ENCLOSURE LAYOUT48 X 48 X 12
DUPLEXPUMP PANEL
AC
L W
ITH
FIB
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PH
ON
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772)
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0 FA
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772)
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3
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T90
0 S
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GD
EN
LA
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PO
RT
ST
. LU
CIE
, FL
349
83S
HE
ET
: 2 O
F 2
SC
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: N.T
.S.
DE
TA
IL: P
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0
DA
TE
: 201
5
POWER CIRCUITS120VACDUPLEX
PUMP PANEL
ANALOG INPUTSLOT 3
DUPLEXPUMP PANEL
TOWER AND ANTENNATOWER INSTALLATION DETAILS
DUPLEXPUMP PANEL
DISCRETE INPUTSSLOT 1
DUPLEXPUMP PANEL
DISCRETE OUTPUTSSLOT 2
DUPLEXPUMP PANEL
NAMEPLATE DETAILS230VAC, 3 PHASE, 60 HERTZ
DUPLEXPUMP PANEL
COMMUNICATIONSFIBER OPTIC
DUPLEXPUMP PANEL
AC
L W
ITH
RA
DIO
PH
ON
E (
772)
873
-640
0 FA
X (
772)
873
-643
3
CIT
Y O
F P
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T S
T. L
UC
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ITY
SY
ST
EM
S D
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AR
TM
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T90
0 S
.E. O
GD
EN
LA
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PO
RT
ST
. LU
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, FL
349
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HE
ET
: 1 O
F 2
SC
ALE
: N.T
.S.
DE
TA
IL: P
S-1
1
DA
TE
: 201
5
PANEL LAYOUT48 X 48 X 12
DUPLEXPUMP PANEL
POWER CIRCUITS
DUPLEXPUMP PANEL
ENCLOSURE LAYOUT48 X 48 X 12
DUPLEXPUMP PANEL
Item # Control Panel Hardware Manufacturer Manufacturer Part No. Curry Part No. Panel: RTU
ENCLNEMA 4X Stainless Steel 3 PT Latch Enclosure with Aluminum swing out panel with door stop kitinstalled on swing out panel (dead front) and panel door. Hoffman A48H4812WFSSLP3PT-MOD 1
48" x48" Sub Panel Hoffman A48P48 1
Corrosion Inhibitor Hoffman A-HCI-5E ENC-0007 1
LT1 Enclosure Light Package with Manual Switch Hoffman LF120V18 / F8T5CW 18" 1
HEAT Anti-Condensation Heater Hoffman DAH1001A 1
GR1 Generator Receptacle (100 Amp) Pyle National JRE-4100-PR 1
LA1 TVSS Surge Protector Square D SDSA3650 1
CB1 Main Circuit Breaker 3P 100A Square D HDL36100 1
CB2 Generator Receptacle Circuit Breaker 3P 100A Square D HDL36100 1
Mechanical Interlock Square D S29354 1CB5,CB6 Pump Circuit Breaker 3P 60 A Square D HDL36060 2
CB4 Control Circuit Breaker 3P 15A Square D MND61331 1
CB7 Control Circuit Breaker 2P 4A Square D MND61315 1
CB8 Control Circuit Breaker 1P 8A Square D 60109 1
CB9 Control Circuit Breaker 1P 15A Square D 60112 1
CB10 Control Circuit Breaker 1P 5A Square D 60106 1
ETM Elapse Timer Meters 120vac non-resetable w/ terminal block Redington 710-0002 2MS1, MS2 Nema 2 Type Motor Starter Square D 8536 SDO1V02 2OL1, OL2 Thermal Overloads for 28 AMP FLA Square D B50.0 6CT1,CT2 TeSys T Motor Management - Main Controller Square D LTMR100EBD 2
TeSys T Motor Management - Expansion Module Square D LTMEV40BD 2TeSys T Motor Management -Connecting Jumpers Square D LTMCC004 2
T1 Control Transformer Square D 9070T0750D1 1
BVUPS Battery Voltage UPS Transtronics BVUPS24PF 1 8 Pin Relay Base Omron PF083A-E RLY-0007 1
E1 Battery Werker WKA12-7.5F PWR-0026 224vdc Power Supply 5.0 Amps Phoenix Contact 85044081 1
RJ45-DB9 MALE ADAPTER 1
HELIAX CABLE Andrews LDF4-50A RAD0013 50
MALE HELIAX CONNECTOR Andrews L4PNM-RC RAD0011 1
FEMALE HELIAX CONNECTOR Andrews L4PNF-RC RAD0012 1
Broadband Dc Blocker Polyphaser IS-50NX-C2 RAD0006 1ANTENNA (Comprod 480-70 or Sinclair SY203-SF3SNM[E]) 1Radio (Viper SC-400 or SC-100) 118" RADIO CABLE RG400T NM/TNCM *Specify Right Angle 1
Radio Shelf 2
HOA1,HOA2 Selector Switch 3 Pos *Spring Return from Left (Hand Mode) Square D 9001SKS63B 2HOA1,HOA2 Control Block Assembly Square D 9001KA1 4
PB1 Push Button (Black) Square D 9001SKR1BH5 1
PL1-PL3 30mm 24vdc Push-to-Test Pilot Light (Amber) Square D 9001SKT35A31 3
PL4-PL8 30mm 24vdc Push-to-Test Pilot Light (Red) Square D 9001SKT35R31 5
CR1-CR3 11 pin 3PDT 120vac Relay AA Electric AAE-A301-M 3
CR4-CR7 11 pin 3PDT 24vdc Relay AA Electric AAE-D304-M 511 pin Relay Base AA Electric PF113A-E 10
PM1 3 Phase Monitoring Relay Macromatic PMPU 1
TDR1 Time Delay Relay IDEC GT3A-3EAF20 2
AL1 Alarm Beacon Ingram LRX-40 1
AH1 Alarm Horn Ingram AH115A8G 1TS1, TS2 Light Swtich SPDT ELE- 2
End Blk Wago 249-117 TBL-0082 10Two Tier Term Blk gray Entrelec M 4/6.D2 # 0115 271.22 TBL-0014 50Two Tier Barrier gray Entrelec FEM6D # 0118 499.23 TBL-0010 4Two Tier Term Blk jumper bar Entrelec BJM6D# 0173 520.22 TBL-0021 6Jumper Bar Coupling Entrelec 173627.21, EL6 TBL-0032 1
Ground Term Blk Entrelec M4/6.P # 0165 113.16 TBL-0017 4
Fuse Holder Term Blk Entrelec M4/8.SF #0115 657.25 TBL-0013 10
Fuse Holder End Barrier Entrelec FEM8S TBL-0005 2Fuse GMA-3 amp LITTLEFUSE 235002 FUS-0006 1Fuse GMA-2 amp LITTLEFUSE 235003 FUS-0005 104-20 mA Surge Arrestors MTL SD32X 4
Din Rail (Ft) WEID #51450 PNL-0040 8Wire duct 2" w x 3" h and Cover (Ft) Panduit E2X3WH6, C3WH6 PAN-0020 / PAN-0016 20Wire duct 1" w x 3" h and Cover (Ft) Panduit E1X3WH6, 2
GFCI GFCI-15 Amp Receptical Cooper ELE-0004 1Handy Box #58361 1/2 ELE-0001 1Handy Box Cover ELE-0015 1Plastic Bushing T&B 3210, 1/2" ELE-0020 1
G Mechnical Gnd Lug,(CED) Positech MCD1-1025 1
Ground Bus Bar Square D PK7GTA FUS-0032 2
Item # Control Panel Hardware Manufacturer Manufacturer Part No. Curry Part No. Panel: RTU
1 M340 04 Slot PLC Backplane Schneider BMX XBP 0400 rack 1
2 M340 PLC Power Supply Schneider BMX CPS 2010 1
3
4 M340 PLC Processor Schneider BMX P34 2020 1
5
6 M340 PLC 16 pt 24vdc Digital Input Module Schneider BMX DDI 1602 1
7 M340 PLC 4-20 mA 4ch. Analog Input Module Schneider BMX AMI 0410 1
8 M340 PLC 16ch. Relay Output Module Schneider BMX DRA 1605 1
9
10 M340 PLC I/O Module 20 pt. Terminal Connectors Schneider BMX FTB 2010 3
11
12
13
14
15
Item # Electrical Materials Manufacturer Manufacturer Part No. Curry Part No. Panel: RTU
1 10' x 3/4"ground rod 2
2 1/0 copper bare Stranded 15
3
4 J-Junior Direct burial ground clamp NSI# G-1-S-BS 2
5 3/4" Acorn ground rod clamp Nsi# GRC 34H 2
6 3/4" hub CGB connector CG 5075 1
7 1/2" hub CGB connector CG1850 1
8 1 1/4" Alum conduit 5 Ft
9
10 150 watt flood lamp Intermatic FL150MH 1
11
12
13 ROHN Tower 25AG RAD-0056 1
14 ROHN Tower 25G RAD-0057 1
15
Item # Field Instruments Manufacturer Manufacturer Part No. Curry Part No. Panel: RTU
1 Float Balls (50 Ft Cable Type 'S' Suspended Normally Open Roto Float)
Anchor Scientific S50NO 5
2
3
4
5
BILL OF MATERIAL48 X 48 X 12
DUPLEXPUMP PANEL
AC
L W
ITH
RA
DIO
PH
ON
E (
772)
873
-640
0 FA
X (
772)
873
-643
3
CIT
Y O
F P
OR
T S
T. L
UC
IEU
TIL
ITY
SY
ST
EM
S D
EP
AR
TM
EN
T90
0 S
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GD
EN
LA
NE
PO
RT
ST
. LU
CIE
, FL
349
83S
HE
ET
: 2 O
F 2
SC
ALE
: N.T
.S.
DE
TA
IL: P
S-1
1
DA
TE
: 201
5
DISCRETE OUTPUTSSLOT 2
DUPLEXPUMP PANEL
ANALOG INPUTSLOT 3
DUPLEXPUMP PANEL DISCRETE INPUTS
SLOT 1DUPLEX
PUMP PANEL
COMMUNICATIONSFIBER OPTIC
DUPLEXPUMP PANEL
POWER CIRCUITS120VACDUPLEX
PUMP PANELNAMEPLATE DETAILS
460VAC, 3 PHASE, 60 HERTZDUPLEX
PUMP PANEL
SO
FT S
TA
RT
WIT
H F
IBE
RP
HO
NE
(77
2) 8
73-6
400
FAX
(77
2) 8
73-6
433
CIT
Y O
F P
OR
T S
T. L
UC
IEU
TIL
ITY
SY
ST
EM
S D
EP
AR
TM
EN
T90
0 S
.E. O
GD
EN
LA
NE
PO
RT
ST
. LU
CIE
, FL
349
83S
HE
ET
: 1 O
F 2
SC
ALE
: N.T
.S.
DE
TA
IL: P
S-1
2
DA
TE
: 201
5
PANEL LAYOUT48 X 48 X 12
DUPLEXPUMP PANEL
POWER CIRCUITS460VAC, 3 PHASE, 60 HERTZ
DUPLEXPUMP PANEL
ENCLOSURE LAYOUT48 X 48 X 12
DUPLEXPUMP PANEL
Item # Control Panel Hardware Manufacturer Manufacturer Part No. Curry Part No. Panel: RTU
ENCLNEMA 4X Stainless Steel 3 PT Latch Enclosure with Aluminum swing out panel with door stop kitinstalled on swing out panel (dead front) and panel door. Hoffman A48H4812WFSSLP3PT-MOD 1
48" x48" Sub Panel Hoffman A48P48 1
Corrosion Inhibitor Hoffman A-HCI-5E ENC-0007 1
LT1 Enclosure Light Package with Manual Switch Hoffman LF120V18 / F8T5CW 18" 1
HEAT Anti-Condensation Heater Hoffman DAH1001A 1
GR1 Generator Receptacle (100 Amp) Pyle National JRE-4100-PR 1
LA1 TVSS Surge Protector Square D SDSA3650 1
CB1 Main Circuit Breaker 3P 100A Square D HDL36100 1
CB2 Generator Receptacle Circuit Breaker 3P 100A Square D HDL36100 1
Mechanical Interlock Square D S29354 1CB5,CB6 Pump Circuit Breaker 3P 80 A Square D HDL36080 2
CB4 Control Circuit Breaker 3P 15A Square D MND61331 1
CB7 Control Circuit Breaker 2P 4A Square D MND61315 1
CB8 Control Circuit Breaker 1P 8A Square D 60109 1
CB9 Control Circuit Breaker 1P 15A Square D 60112 1
CB10 Control Circuit Breaker 1P 5A Square D 60106 1
ETM Elapse Timer Meters 120vac non-resetable w/ terminal block Redington 710-0002 2ST1, ST2 Soft Starter Square D ATS48D47Y 2
IC1,2 & Byp1,2 Isolation and bypass contactors Square D LC1D50AG7 4CT1,CT2 TeSys T Motor Management - Main Controller Square D LTMR100EBD 2
TeSys T Motor Management - Expansion Module Square D LTMEV40BD 2TeSys T Motor Management -Connecting Jumpers Square D LTMCC004 2
T1 Control Transformer Square D 9070T0750D1 1
BVUPS Battery Voltage UPS Transtronics BVUPS24PF 1 8 Pin Relay Base Omron PF083A-E RLY-0007 1
E1 Battery Werker WKA12-7.5F PWR-0026 224vdc Power Supply 5.0 Amps Phoenix Contact 85044081 1
Cisco network switch Cisco IE-3000-4TC 1
Network Switch Transceiver Addon GLC-LH-SM-AO 2Fiber Optic Patch Panel Corning SPH-01P 1Fiber Optic Patch Panel ST type filler plate single mode Corning CCH-CP12-19T 1Fiber Patch cords 1-meter LC-ST single mode 2UTP Ethernet Patch Cord / Cat 5, 1
Radio Shelf 1HOA1,HOA2 Selector Switch 3 Pos *Spring Return from Left (Hand Mode) Square D 9001SKS63B 2HOA1,HOA2 Control Block Assembly Square D 9001KA1 4
PB1 - PB3 Push Button (Black) Square D 9001SKR1BH5 3
PL1-PL3 30mm 24vdc Push-to-Test Pilot Light (Amber) Square D 9001SKT35A31 3
PL4-PL8 30mm 24vdc Push-to-Test Pilot Light (Red) Square D 9001SKT35R31 5
CR1-CR3 11 pin 3PDT 120vac Relay AA Electric AAE-A301-M 3
CR4-CR7 11 pin 3PDT 24vdc Relay AA Electric AAE-D304-M 511 pin Relay Base AA Electric PF113A-E 10
PM1 3 Phase Monitoring Relay Macromatic PMPU 1
TDR1 Time Delay Relay IDEC GT3A-3EAF20 2
AL1 Alarm Beacon Ingram LRX-40 1
AH1 Alarm Horn Ingram AH115A8G 1TS1, TS2 Light Swtich SPDT ELE- 2
End Blk Wago 249-117 TBL-0082 10Two Tier Term Blk gray Entrelec M 4/6.D2 # 0115 271.22 TBL-0014 50Two Tier Barrier gray Entrelec FEM6D # 0118 499.23 TBL-0010 4Two Tier Term Blk jumper bar Entrelec BJM6D# 0173 520.22 TBL-0021 6Jumper Bar Coupling Entrelec 173627.21, EL6 TBL-0032 1
Ground Term Blk Entrelec M4/6.P # 0165 113.16 TBL-0017 4
Fuse Holder Term Blk Entrelec M4/8.SF #0115 657.25 TBL-0013 10
Fuse Holder End Barrier Entrelec FEM8S TBL-0005 2Fuse GMA-3 amp LITTLEFUSE 235002 FUS-0006 1Fuse GMA-2 amp LITTLEFUSE 235003 FUS-0005 104-20 mA Surge Arrestors MTL SD32X 4
85 AMP Terminal blk gray M16/12 *P/N indicates box of 20 Entrelec 1SNA 115 129 R1400 10
85 AMP Terminal blk end covers M16/12 *P/N indicates box of 20 Entrelec 1SNA 118 618 R0100 2Din Rail (Ft) WEID #51450 PNL-0040 8Wire duct 2" w x 3" h and Cover (Ft) Panduit E2X3WH6, C3WH6 PAN-0020 / PAN-0016 20Wire duct 1" w x 3" h and Cover (Ft) Panduit E1X3WH6, 2
GFCI GFCI-15 Amp Receptical Cooper ELE-0004 1Handy Box #58361 1/2 ELE-0001 1Handy Box Cover ELE-0015 1Plastic Bushing T&B 3210, 1/2" ELE-0020 1
G Mechnical Gnd Lug,(CED) Positech MCD1-1025 1
Ground Bus Bar Square D PK7GTA FUS-0032 2
PDB1 Power Distribution Block w/finger safe cover Square D 9080LBA363206 1
Item # Control Panel Hardware Manufacturer Manufacturer Part No. Curry Part No. Panel: RTU
1 M340 04 Slot PLC Backplane Schneider BMX XBP 0400 rack 1
2 M340 PLC Power Supply Schneider BMX CPS 2010 1
3
4 M340 PLC Processor Schneider BMX P34 2020 1
5
6 M340 PLC 16 pt 24vdc Digital Input Module Schneider BMX DDI 1602 1
7 M340 PLC 4-20 mA 4ch. Analog Input Module Schneider BMX AMI 0410 1
8 M340 PLC 16ch. Relay Output Module Schneider BMX DRA 1605 1
9
10 M340 PLC I/O Module 20 pt. Terminal Connectors Schneider BMX FTB 2010 3
11
12
13
14
15
Item # Electrical Materials Manufacturer Manufacturer Part No. Curry Part No. Panel: RTU
1 10' x 3/4"ground rod 2
2 1/0 copper bare Stranded 15
3
4 J-Junior Direct burial ground clamp NSI# G-1-S-BS 2
5 3/4" Acorn ground rod clamp Nsi# GRC 34H 2
6
7
8
9
10 150 watt flood lamp Intermatic FL150MH 1
11
12
13
14
15
Item # Field Instruments Manufacturer Manufacturer Part No. Curry Part No. Panel: RTU
1 Float Balls (50 Ft Cable Type 'S' Suspended Normally Open Roto Float)
Anchor Scientific S50NO 5
2
3
4
5
BILL OF MATERIAL48 X 48 X 12
DUPLEXPUMP PANEL
SO
FT S
TA
RT
WIT
H F
IBE
RP
HO
NE
(77
2) 8
73-6
400
FAX
(77
2) 8
73-6
433
CIT
Y O
F P
OR
T S
T. L
UC
IEU
TIL
ITY
SY
ST
EM
S D
EP
AR
TM
EN
T90
0 S
.E. O
GD
EN
LA
NE
PO
RT
ST
. LU
CIE
, FL
349
83S
HE
ET
: 2 O
F 2
SC
ALE
: N.T
.S.
DE
TA
IL: P
S-1
2
DA
TE
: 201
5
DISCRETE INPUTSSLOT 1
DUPLEXPUMP PANEL
CITY OF PORT ST. LUCIE, FLORIDA
SOFT START
WITH RADIO COMMUNICATION
TYPICAL
COMMUNICATIONSFIBER OPTIC
DUPLEXPUMP PANEL
ANALOG INPUTSLOT 3
DUPLEXPUMP PANEL
DISCRETE OUTPUTSSLOT 2
DUPLEXPUMP PANEL
TOWER AND ANTENNATOWER INSTALLATION DETAILS
DUPLEXPUMP PANEL
SO
FT S
TA
RT
WIT
H R
AD
IOP
HO
NE
(77
2) 8
73-6
400
FAX
(77
2) 8
73-6
433
CIT
Y O
F P
OR
T S
T. L
UC
IEU
TIL
ITY
SY
ST
EM
S D
EP
AR
TM
EN
T90
0 S
.E. O
GD
EN
LA
NE
PO
RT
ST
. LU
CIE
, FL
349
83S
HE
ET
: 1 O
F 2
SC
ALE
: N.T
.S.
DE
TA
IL: P
S-1
3
DA
TE
: 201
5
PANEL LAYOUT48 X 48 X 12
DUPLEXPUMP PANEL
POWER CIRCUITS460VAC, 3 PHASE, 60 HERTZ
DUPLEXPUMP PANEL
POWER CIRCUITS120VACDUPLEX
PUMP PANEL
ENCLOSURE LAYOUT48 X 48 X 12
DUPLEXPUMP PANEL
Item # Control Panel Hardware Manufacturer Manufacturer Part No. Curry Part No. Panel: RTU
ENCLNEMA 4X Stainless Steel 3 PT Latch Enclosure with Aluminum swing out panel with door stop kitinstalled on swing out panel (dead front) and panel door. Hoffman A48H4812WFSSLP3PT-MOD 1
48" x48" Sub Panel Hoffman A48P48 1
Corrosion Inhibitor Hoffman A-HCI-5E ENC-0007 1
LT1 Enclosure Light Package with Manual Switch Hoffman LF120V18 / F8T5CW 18" 1
HEAT Anti-Condensation Heater Hoffman DAH1001A 1
GR1 Generator Receptacle (100 Amp) Pyle National JRE-4100-PR 1
LA1 TVSS Surge Protector Square D SDSA3650 1
CB1 Main Circuit Breaker 3P 100A Square D HDL36100 1
CB2 Generator Receptacle Circuit Breaker 3P 100A Square D HDL36100 1
Mechanical Interlock Square D S29354 1CB5,CB6 Pump Circuit Breaker 3P 40 A Square D HDL36040 2
CB4 Control Circuit Breaker 3P 15A Square D MND61331 1
CB7 Control Circuit Breaker 2P 4A Square D MND61315 1
CB8 Control Circuit Breaker 1P 8A Square D 60109 1
CB9 Control Circuit Breaker 1P 15A Square D 60112 1
CB10 Control Circuit Breaker 1P 5A Square D 60106 1
ETM Elapse Timer Meters 120vac non-resetable w/ terminal block Redington 710-0002 2ST1, ST2 Soft Starter Square D ATS48D47Y 2
IC1,2 & Byp1,2 Isolation and bypass contactors Square D LC1D50AG7 4CT1,CT2 TeSys T Motor Management - Main Controller Square D LTMR100EBD 2
TeSys T Motor Management - Expansion Module Square D LTMEV40BD 2TeSys T Motor Management -Connecting Jumpers Square D LTMCC004 2
T1 Control Transformer Square D 9070T0750D1 1
BVUPS Battery Voltage UPS Transtronics BVUPS24PF 1 8 Pin Relay Base Omron PF083A-E RLY-0007 1
E1 Battery Werker WKA12-7.5F PWR-0026 224vdc Power Supply 5.0 Amps Phoenix Contact 85044081 1
RJ45-DB9 MALE ADAPTER 1
HELIAX CABLE Andrews LDF4-50A RAD0013 50
MALE HELIAX CONNECTOR Andrews L4PNM-RC RAD0011 1
FEMALE HELIAX CONNECTOR Andrews L4PNF-RC RAD0012 1
Broadband Dc Blocker Polyphaser IS-50NX-C2 RAD0006 1ANTENNA (Comprod 480-70 or Sinclair SY203-SF3SNM[E]) 1Radio (Viper SC-400 or SC-100) 118" RADIO CABLE RG400T NM/TNCM *Specify Right Angle 1
Radio Shelf 2
HOA1,HOA2 Selector Switch 3 Pos *Spring Return from Left (Hand Mode) Square D 9001SKS63B 2HOA1,HOA2 Control Block Assembly Square D 9001KA1 4
PB1 - PB3 Push Button (Black) Square D 9001SKR1BH5 3
PL1-PL3 30mm 24vdc Push-to-Test Pilot Light (Amber) Square D 9001SKT35A31 3
PL4-PL8 30mm 24vdc Push-to-Test Pilot Light (Red) Square D 9001SKT35R31 5
CR1-CR3 11 pin 3PDT 120vac Relay AA Electric AAE-A301-M 3
CR4-CR7 11 pin 3PDT 24vdc Relay AA Electric AAE-D304-M 511 pin Relay Base AA Electric PF113A-E 10
PM1 3 Phase Monitoring Relay Macromatic PMPU 1
TDR1 Time Delay Relay IDEC GT3A-3EAF20 2
AL1 Alarm Beacon Ingram LRX-40 1
AH1 Alarm Horn Ingram AH115A8G 1TS1, TS2 Light Swtich SPDT ELE- 2
End Blk Wago 249-117 TBL-0082 10Two Tier Term Blk gray Entrelec M 4/6.D2 # 0115 271.22 TBL-0014 50Two Tier Barrier gray Entrelec FEM6D # 0118 499.23 TBL-0010 4Two Tier Term Blk jumper bar Entrelec BJM6D# 0173 520.22 TBL-0021 6Jumper Bar Coupling Entrelec 173627.21, EL6 TBL-0032 1
Ground Term Blk Entrelec M4/6.P # 0165 113.16 TBL-0017 4
Fuse Holder Term Blk Entrelec M4/8.SF #0115 657.25 TBL-0013 10
Fuse Holder End Barrier Entrelec FEM8S TBL-0005 2Fuse GMA-3 amp LITTLEFUSE 235002 FUS-0006 1Fuse GMA-2 amp LITTLEFUSE 235003 FUS-0005 104-20 mA Surge Arrestors MTL SD32X 4
85 AMP Terminal blk gray M16/12 *P/N indicates box of 20 Entrelec 1SNA 115 129 R1400 10
85 AMP Terminal blk end covers M16/12 *P/N indicates box of 20 Entrelec 1SNA 118 618 R0100 2Din Rail (Ft) WEID #51450 PNL-0040 8Wire duct 2" w x 3" h and Cover (Ft) Panduit E2X3WH6, C3WH6 PAN-0020 / PAN-0016 20Wire duct 1" w x 3" h and Cover (Ft) Panduit E1X3WH6, 2
GFCI GFCI-15 Amp Receptical Cooper ELE-0004 1Handy Box #58361 1/2 ELE-0001 1Handy Box Cover ELE-0015 1Plastic Bushing T&B 3210, 1/2" ELE-0020 1
G Mechnical Gnd Lug,(CED) Positech MCD1-1025 1
Ground Bus Bar Square D PK7GTA FUS-0032 2
Item # Control Panel Hardware Manufacturer Manufacturer Part No. Curry Part No. Panel: RTU
1 M340 04 Slot PLC Backplane Schneider BMX XBP 0400 rack 1
2 M340 PLC Power Supply Schneider BMX CPS 2010 1
3
4 M340 PLC Processor Schneider BMX P34 2020 1
5
6 M340 PLC 16 pt 24vdc Digital Input Module Schneider BMX DDI 1602 1
7 M340 PLC 4-20 mA 4ch. Analog Input Module Schneider BMX AMI 0410 1
8 M340 PLC 16ch. Relay Output Module Schneider BMX DRA 1605 1
9
10 M340 PLC I/O Module 20 pt. Terminal Connectors Schneider BMX FTB 2010 3
11
12
13
14
15
Item # Electrical Materials Manufacturer Manufacturer Part No. Curry Part No. Panel: RTU
1 10' x 3/4"ground rod 2
2 1/0 copper bare Stranded 15
3
4 J-Junior Direct burial ground clamp NSI# G-1-S-BS 2
5 3/4" Acorn ground rod clamp Nsi# GRC 34H 2
6 3/4" hub CGB connector CG 5075 1
7 1/2" hub CGB connector CG1850 1
8 1 1/4" Alum conduit 5 Ft
9
10 150 watt flood lamp Intermatic FL150MH 1
11
12
13 ROHN Tower 25AG RAD-0056 1
14 ROHN Tower 25G RAD-0057 1
15
Item # Field Instruments Manufacturer Manufacturer Part No. Curry Part No. Panel: RTU
1 Float Balls (50 Ft Cable Type 'S' Suspended Normally Open Roto Float)
Anchor Scientific S50NO 5
2
3
4
5
BILL OF MATERIAL48 X 48 X 12
DUPLEXPUMP PANEL
SO
FT S
TA
RT
WIT
H R
AD
IOP
HO
NE
(77
2) 8
73-6
400
FAX
(77
2) 8
73-6
433
CIT
Y O
F P
OR
T S
T. L
UC
IEU
TIL
ITY
SY
ST
EM
S D
EP
AR
TM
EN
T90
0 S
.E. O
GD
EN
LA
NE
PO
RT
ST
. LU
CIE
, FL
349
83S
HE
ET
: 2 O
F 2
SC
ALE
: N.T
.S.
DE
TA
IL: P
S-1
3
DA
TE
: 201
5
LIFT STATIONSITE PLANSAMPLE SHEET: 1 OF 1
SCALE: NTS
DATE: 2015
DETAIL: PS-14
1961INCORPORATED
EIC
UL.TSTROP
FO
YTI
C
ADIROLF
MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
SAMPLE(SEE NOTE #1)
RECLAIMED WATERMETERING STATION
PLAN VIEW
MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433 SHEET: 1 OF 2
SCALE: N.T.S.
DETAIL: RW-01
DATE: 2015
RECLAIMED WATERMETERING STATION
PLAN VIEW
MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433 SHEET: 2 OF 2
SCALE: N.T.S.
DETAIL: RW-01
DATE: 2015
RECLAIMED WATERI/O SCHEMATIC
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: RW-02MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
RECLAIMED WATER CONDUITAND
PANEL SCHEMATIC SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: RW-03MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
RECLAIMED WATERAGUA RECLAMADA
BEING USED FORIRRIGATION
USADA PARA REGAR
DO NOT DRINKNO BEBER
PROHIBIDO NADARDO NOT SWIM
RECLAIMED WATERAGUA RECLAMADA
USADA PARA REGAR
DO NOT DRINK
IRRIGATION
NO BEBER
BEING USED FOR
RECLAIMED WATERSITE SIGNAGE
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: RW-04MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
RECLAIMED WATERMETERING FACILITY
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: RW-05MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
RECLAIMED WATERSTILLING WELL
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: RW-06MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
RESIDENTIAL WATERSERVICE CONNECTION
SHEET: 1 OF 2
SCALE: N.T.S.
DETAIL: W-01MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
SINGLE SERVICE DOUBLE SERVICE
RESIDENTIAL WATERSERVICE CONNECTION
SHEET: 2 OF 2
SCALE: N.T.S.
DETAIL: W-01MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
COMMERCIAL WATERSERVICE CONNECTION
SHEET: 1 OF 2
SCALE: N.T.S.
DETAIL: W-02MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
COMMERCIAL MUTIL-SERVICEMETER BANK ASSEMBLY
SHEET: 2 OF 2
SCALE: N.T.S.
DETAIL: W-02MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
METER AND BACKFLOWPREVENTION ASSEMBLY FOR
3" AND LARGER SERVICES SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: W-03MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
BLOW-OFF ASSEMBLYSHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: W-04MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
WATER SAMPLING POINTSHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: W-05MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
FIRE HYDRANT ASSEMBLYSHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: W-06MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
FIRE SERVICEBACKFLOW ASSEMBLY
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: W-07MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
FIRE HYDRANTREFLECTIVE PAVEMENT MARKER
PLACEMENT GUIDELINE SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: W-08MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
PLANVIEW
ELEVATION VIEW
ALTERNATE
TEMPORARY JUMPERCONNECTION
(UP TO 8" PIPE) SHEET: 1 OF 2
SCALE: N.T.S.
DETAIL: W-09MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
NOTES:
1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE PSLUSDWATER MAINS AND PROPOSED NEW WATER MAINS. A PHYSICAL SEPARATION SHALL BE MAINTAINED, EXCEPT ASNOTED IN #5 BELOW. THE PROCEDURES ARE APPLICABLE WHEN CONNECTING TO AN EXISTING PSLUSD WATER MAIN,WHETHER BY TAPPING TEE AND VALVE OR BY CONTINUATION OF A PLUGGED STUB OUT WITH AN EXISTING GATEVALVE.
2. THE CONTRACTOR SHALL CONTACT THE PSLUSD REGARDING SCHEDULING OF REQUIRED INSPECTIONS RELATING TOTHE CONNECTION. PSLUSD INSPECTIONS ARE SPECIFICALLY REQUIRED FOR TIE-INS OR WET TAPS TO EXISTINGWATER MAINS, JUMPER INSTALLATION, FLUSHING, PRESSURE TESTING, DISINFECTION, SAMPLING, PLUGGING OFSAMPLING POINTS AND PERMANENT CONNECTION OF THE NEW WATER MAIN. THE CONTRACTOR SHALL FOLLOW ALLPROCEDURES STRICTLY IN ACCORDANCE WITH THE PSLUSD UTILITY STANDARDS MANUAL.
3. THE TEMPORARY JUMPER ASSEMBLY (FLANGE TO FLANGE) WILL BE SUPPLIED, INSTALLED AND TESTED BY THEPSLUSD, IN COORDINATION WITH THE ENGINEER OF RECORD AND CONTRACTOR. OTHER MATERIALS ANDINSTALLATION REQUIRED FOR THE CONNECTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THEUNDERGROUND FITTINGS SHALL BE RESTRAINED MECHANICAL JOINT TYPE. ALL MATERIALS SHALL BE PER THEPSLUSD APPROVED QUALIFIED PRODUCTS LIST. THE JUMPER CONNECTION SHALL BE MAINTAINED BY THECONTRACTOR UNTIL THE ASSEMBLY IS REMOVED BY THE PSLUSD.
4. ALL NEW WATER MAINS SHALL BE DOUBLE-PIGGED, FLUSHED, PRESSURE TESTED AND DISINFECTED. NEW MAINSHALL NOT BE PLACED INTO SERVICE UNTIL THE BACTERIOLOGICAL TEST RESULTS ARE SATISFACTORY AND AWRITTEN APPROVAL HAS BEEN OBTAINED FROM THE PSLUSD.
5. A PHYSICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE EXISTING MAIN AND NEW MAIN, EXCEPT AS NOTEDHEREIN. IF THE NEW MAIN IS OF A SIZE OR LENGTH THAT PIGGING/FLUSHING CANNOT BE EFFECTIVELYACCOMPLISHED WITH THE JUMPER CONNECTION, MORE THAN ONE JUMPER MAY BE USED AS DETERMNED BY THEEOR OR, THE PSLUSD MAY ALLOW A PHYSICAL CONNECTION UNDER CONTROLLED CONDITIONS AS FOLLOWS:
a. THE PROCEDURE WILL BE CONDUCTED BY THE CONTRACTOR IN THE PRESENCE OF A PSLUSD INSPECTOR ANDTHE ENGINEER-OF-RECORD (EOR) OR REPRESENTATIVE.
b. THE NEW VALVE(S) SHOWN IN THIS DETAIL SHALL BE PRESSURE/LEAKAGE TESTED AND REPLACED IF LEAKAGEIS OBSERVED. THE VALVES WILL BE KEPT CLOSED BY THE PSLUSD AND SHALL NOT BE OPERATED BY ANY ONEOTHER THAN PSLUSD PERSONNEL.
c. THE JUMPER CONNECTION SHALL BE USED TO FILL THE NEW MAIN.d. THE CONTRACTOR SHALL DISINFECT THE PIPE AND FITTINGS USED TO MAKE THE CONNECTION BY SPRAYING
AND SWABBING WITH CHLORINE.e. ALL VALVES IN THE NEW SYSTEM DOWNSTREAM OF THE JUMPER SHALL BE OPENED BY THE CONTRACTOR PRIOR
TO FLUSHING. THE VALVES SHOWN IN THIS DETAIL SHALL BE OPENED BY PSLUSD PERSONNEL ONLY.f. THE PIGGING AND FLUSHING SHALL BE PERFORMED BY THE CONTRACTOR IN THE PRESENCE OF A PSLUSD
INSPECTOR. THE VALVES WILL BE CLOSED BY PSLUSD PERSONNEL AFTER THE MAIN HAS BEEN FLUSHED.
6. THE WATER MAINS SHALL BE PRESSURE TESTED AFTER FLUSHING AND PRIOR TO DISINFECTION. ALL VALVES SHALLREMAIN CLOSED DURING THE PRESSURE TEST AND WILL NOT BE OPENED UNTIL THE RESULTS OF PRESSURE TESTINGAND BACTERIOLOGICAL TESTING ARE SATISFACTORY AND THE SYSTEM HAS BEEN ACCEPTED FOR OPERATION BYTHE PSLUSD.
7. DISINFECTION SHALL BE CONDUCTED IN ACCORDANCE WITH AWWA C651. A MINIMUM PRESSURE OF 20 PSI SHALL BEMAINTAINED IN THE NEW MAIN AFTER DISINFECTION.
8. CONNECTION TO EXISTING MAINS SHALL NOT BE MADE PRIOR TO BACTERIOLOGICAL CLEARANCE AND UNTILAPPROVED BY THE PSLUSD.
9. UPON BACTERIOLOGICAL CLEARANCE, THE SAMPLING POINTS SHALL BE REMOVED AND PLUGGED BY THECONTRACTOR. THE CONTRACTOR SHALL MAKE THE PERMANENT CONNECTION IN THE PRESENCE OF A PSLUSDINSPECTOR, UNLESS THE CONNECTION WAS PREVIOUSLY MADE AS INDICATED IN NOTE 5D; THE PIPE AND FITTINGSFOR CONNECTION SHALL BE DISINFECTED BY SPRAYING AND SWABBING WITH CHLORINE. THE JUMPER ASSEMBLY(FLANGE TO FLANGE) WILL BE REMOVED BY THE PSLUSD IN COORDINATION WITH THE CONTRACTOR. THECONTRACTOR SHALL REMOVE THE REST OF THE JUMPER CONNECTION PIPING AND PLUG THE CORPORATION STOPVALVES.
10. TEMPORARY JUMPER CONNECTION FOR PIPES OVER 8" NOMINAL DIAMETER TO BE DESIGNED BY EOR AND SHOWNON PLANS.
TEMPORARY JUMPERCONNECTION
SHEET: 2 OF 2
SCALE: N.T.S.
DETAIL: W-09MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
AUTOMATIC AIR RELEASE VALVEFOR WATER MAINS
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: W-10MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
AUTOMATIC FLUSHING VALVEFOR WATER MAINS
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: W-11MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
MANUAL AIR RELEASE VALVEASSEMBLY
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: W-12MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
INVERT FLOW CHANNELSFOR
MANHOLES SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: WW-01MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
STANDARD PRECAST MANHOLESHEET: 1 OF 2
SCALE: N.T.S.
DETAIL: WW-02MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
STANDARD PRECAST MANHOLE(DROP)
SHEET: 1 OF 2
SCALE: N.T.S.
DETAIL: WW-02MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
OUTSIDE DROP MANHOLESHEET: 1 OF 2
SCALE: N.T.S.
DETAIL: WW-03MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
INSIDE DROP MANHOLESHEET: 2 OF 2
SCALE: N.T.S.
DETAIL: WW-03MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
MANHOLE / WETWELLJOINT DETAIL
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: WW-04MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
SANITARY SEWER CLEANOUTSHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: WW-05MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
PLAN VIEW
SINGLE SERVICETYPICAL
DOUBLE SERVICETYPICAL
ELEVATION
SINGLE SERVICETYPICAL
DOUBLE SERVICETYPICAL
SANITARY SEWER LATERAL(SHALLOW)
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: WW-06MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
ELEVATION
SINGLE SERVICETYPICAL
DOUBLE SERVICETYPICAL
SANITARY SEWER LATERAL(DEEP)
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: WW-07MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
AUTOMATIC AIR RELEASE VALVEFOR FORCE MAINS IN
UNPAVED AREAS SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: WW-08MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
A
A
SECTION A
FORCE MAIN AIR VALVE AND ACCESS MANHOLE
SHEET: 1 OF 1
SCALE: N.T.S.
DETAIL: WW-09MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
GREASE, OIL, AND SANDINTERCEPTOR
SHEET: 1 OF 2
SCALE: N.T.S.
DETAIL: WW-10MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015
GREASE, OIL, AND SANDINTERCEPTOR
SHEET: 2 OF 2
SCALE: N.T.S.
DETAIL: WW-10MINIMUM CONSTRUCTION STANDARDS FORCITY OF PORT ST. LUCIE900 S.E. OGDEN LANEPORT ST. LUCIE, FL 34983PHONE (772) 873-6400 FAX (772) 873-6433
DATE: 2015